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HomeMy WebLinkAbout44416-Z Q�gUFFOI,�cOG Town of Southold 11/11/2020 ,. P.O.Box 1179 0 53095 Main Rd ay�al 10- Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41593 Date: 11/11/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 702 Wiggins Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 35.-4-28.36 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/10/2019 pursuant to which Building Permit No. 44416 dated 11/15/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front porch, rear covered porch with rooftop deck, outdoor shower and attached two car,garage as applied for per ZBA#4621 dated 1/27/1999 and ZBA#7242 dated 2/21/2019. The certificate is issued to GCG Bayberry LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0062 10/21/2020 ELECTRICAL CERTIFICATE NO. 44416 10/30/2020 PLUMBERS CERTIFICATION DATED 10/28/2020 fi AngelqQeMariens A o ' ed ature o�goFFnt��oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o , . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44416 Date: 11/15/2019 Permission is hereby granted to: Poncet, Renee 415 Wiggins Ln Greenport, NY 11944 To: construct single-family dwelling as applied for per DEC Non-Jurisdiction letter, Trustees, SCHD, Planning &ZBA (#4621 &#7242) approvals. At premises located at: 702 Wiggins Ln, Greenport SCTM # 473889 Sec/Block/Lot# 35.4-28.36 Pursuant to application dated 10/10/2019 and approved by the Building Inspector. To expire on 5/16/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,534.00 CO -NEW DWELLING $50.00 Total: $2,584.00 Buildin or TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY or ink and submitted to the Building Department with the following: This application must be filled in by typewriter A. For new building or new use: lines, streets,and unusual natural or 1. Final survey of property with accurate location of all buildings, property topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. writers- Approval of electrical installation from Board th Fire Under atement from plumber certifying e solder used in system contains,less than 2/10 of 1% lead. 4. Sworn stand 5_ Commercial building, industrial building, multiple r si ble for hesbuildi Buildings and installations,a certificate of Code Compliance from architect or engin resp ons Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,buildingand unusual natural or topographic features. ect signed by e applicant. If a 2. A properly completed application andconsent to the yeas ns therefor in writling to the applicant.Certificate of Occupancy is denied,the Building Inspector shall state C. Fees 1. Certificate of Occupancy-New dwelling$50.00, dAddit ons ao acce ory b o lding$50 00,Businesses$50-00- Swimn-j_ing $0 00. Swimn-jing pool$50.00,Accessory building$50.00, 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. ® I k I New Construction: Old or Pre-existing Building: (check one) Location of Property. Street Hamlet House o. Owner or Owners of Property: �ev., Block Lot Suffolk County Tax Map No 1000, Section 6450 © � Filed Map_ Lot: Subdivision Permit No. Date of Permit. Applicant: Underwriters Approval: Health Dept. Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: !/ (check one) Fee Submitted: $ `� u Applicant Signature ®��oF so�,ry®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.sox 1179 sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 .� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To GCG Bayberry LLC Address: 702 Wiggins Ln city,Greenport st: NY zip: 11944 Building Permit#. 44416 Section- 35 Block 4 Lot 28.36 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GC Electric License No: 2909ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceding Fixtures 75 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt 4 Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 11' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 5$ 4'LED Exit Fixtures Pump Other Equipment: Hood, Gas Oven, DW, W/D Notes " AS BUILT< NO VISUAL DEFECTS " Did Not See Rough - Wiring of New House '�l Inspector Signature: Date: October 30, 2020 S.Devlin-Cert Electrical Compliance Form.xls *'5f Sp�r��. Town Hail AnnexTelephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: aei�o- "'/G (Please print Plumber: ,Y6�G✓� ��'�i �,�s (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this ;7—q 7-kl day of (i7`1• 20_2:::::::: GVI�rY► G. S `-� , N O V - 5 2020 Notary Public, '�->k L County w C vh . Clot v�-S J 1Z��7_e5Z'� 4 L4 41• aq SOGTy -- --- �o� o� ` } TOWN OF -SOUTHOLD BUILDING DEPT: cou765-1802 INSPECTION [ OUNDATION IST N% [ ] ROUGH PLBG. [� °FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-4 CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ` [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] ,CPRE C/O REMAR S: )AL nt tq • Y lo ,a Swv vi,�e� 1r,u�- ,DATE INSPECTOR qqq! pE SOUIyo ---- --- - # # TOWN OF SOUTHOLD BUILDING DEPT. Q �`��ou►m��'� 765-1802 INSPECTION = = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ]° I ULATION/CAULKING [ ] FRAMING/STRAPPING [Woo FINAL Ao t [ `] FIREPLACE & CHIMNEY [ ] FIRE SAFETY=INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: svVNCb'�2� on l6tn� DATE ?�0 INSPECTOR o��OF SOUTy�I V V CF ec 1 l o # TOWN OF SOUT/6 HO D BUILDING DEPT. 765-1802 1� . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: _ '� - -0 woo 13y, 4-- 64Rfnl�l 1IV4-tom 'P,-Ywj9_C�-"t(Ct,— //V 5_P�T-1(;/j (C� )"vGvlvk S c_v V C,4 DATE Jozol` 1 INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 702 Wiggins Lane,Greenport NY 11944 Test Date 9/2/2020 Building Permit#: 44416 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space lst 1394 12546 ❑ Sealed Attic 2nd 1896 16063 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume 28609 r2.9 CFM @50 pa 1417 Air changes/hr@50 Code Compliance: Pass Duct Tightness: Post Construction Test-Totalu eakage System-1: 1st Floor Duct Location Basement •------------------------- Floor Area 1394 Leakage CFM @ 25pa 55 CFM/100 ft2 CFA 3.95 Code Compliance: Pass I I System-2: 2nd Floor Duct Location Attic Floor Area 1896 Leakage, CFM @ 25pa 75 CFM/100 ft CFA 3.96 Code Compliance: Pass I System-3: i Duct Location -------------------------- Floor Area Leakage, CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Building envelope tightiness has been verified using instruments and-procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016-New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 9/2/2020 Christopher Silvia;,Hom Eiiergy Solutions I CHARLES M. THOMAS R.A. PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (631 )727-7993 CDTHOMAS63 @AOL.COM i NOVEMBER 2, 2020 I Building Department Town of Southold 1 Building Department Town of Southold ii Re: GCG Bayberry, LLC Residence 702 Wiggins Lane, Greenport New York BP # 44416 I Dear Sire/Madam: This letter shall serve to certify that I was retained by the owner to inspect the above referenced residence and can attest that wall, ceiling and roof insulation has been installed and conforms to my plans and specifications and the 2015 IRC. Thank you for your attention to this matter. Please contact me with any questions you have. Very trul yours, � �'i�� DA��iy®�,` 4 CHARLES M. THOMAS R.A. i" .j ,.�x ,------ J ' NOV - 5 2020 i qp CHARLES M. THOMAS R.A. PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (631 )727-7993 CDTH❑MAS63 @AOL.COM NOVEMBER 2 2020 Building Department Town of Southold Re: GCG Bayberry, LLC Residence 702 Wiggins Lane, Greenport New York BP # 44416 Dear Sire/Madam: This letter shall serve to certify that I was retained to inspect the above referenced residence and can attest that the framing, strapping and plumbing has been installed and conforms to my plans and specifications and the 2015 IRC. Thank you for your attention to this matter. Please contact me with any questions you have. Very tru ours, CHARLES M. THOMAS, R.A., l t ,r N 0 V - 5 2020 ..s — �i``i i� �i I,/y/ —---�+�1 rY�I�' 1�, .,���• '• I t y �j�► ,l�s�i 777�� - i ' R. t :_ . fel 41 4j f B ' 4 f T 7 4 j lro�.i8 � t y+, � •j, �' .�'x_ � — _Wit: r I w t r � �r %K2� v- .. ,:: •w•7 tri .�.+ u. � "y� ,,,� �, ,rte�• I { ���. S ,fir- ✓°/ � p r�: alp •w 4;' F x' It FIELD INSPECTION REPORT I DATE COMMENTS fLL ow FOUNDATION (IST) V l �l. vAl fA . w ------------------------------------ C FOUNDATION (2ND) 00 z O D �y ROUGH FRAMING& m PLUMBING y � 6 INSULATION PER N.Y. y STATE ENERGY CODE o •' A6ftwl Y� FINAL r ✓ s 10 ADDITIONAL COMMENTS o rc, cJl-cr-Za4c� N& -2. - {JAG IG 5•�O R 7'(-L4C oft � I .a y - x • � e Ile TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT;NO. Check Septic Form MY S.D E C. Trustees C.O Application Flood Permit Examined ) 11120 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: 1 Approved ` '20 Mail to:_G*1ud-k_ 1 )I"W,45 Disapproved a/c FAQ J AA?5?(�'��� Phone: 702. !5 19 Expiration ,20 Bu pector �• 0 2019 OG APPLICATION FOR BUILDING PERMIT Date / - 20 `y+_: INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule., b.Plot plan showing location of lot and of buildings'on•premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector .issues'a Certificate of Occupancy. f.Every buildipg permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has'not'been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or`alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) �o�6��113 15%& 0 (Mailing address of applicant) I I 1147 State whether applicant is owner, lessee, agent,aLiLQU,engineer, general contractor, electrician, plumber or builder Name of owner of premises �i���i ��e., (As on the tax roll or latest deed) If applicant is a corporation, signature of duly_ y authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which++proposed work will be done: �OZ W1��1...0 1���Q House Number Street Hamlet County Tax Map No. 1000 Section �� B,lock O�Lot 2��� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy A _, b. Intended use and occupancy S 1 N4y� cNo4� 3. Nature of work(check which applicable): New Building V-/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage,,number of cars 2 6. If business., commercial:or mixed occupancy, specify nature and extent of each type of use. 7•. Dimensions of existing sfructures, if any: Front Rear Depth Height — Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front -70 Rear 70 13Wd 03 Can Height 347: Number of Stories Z 9. . S'ize of lot: Front !®� Rear Depth 176 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises,are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES INO 13. Will lot be re-graded? YES NO_A,!!!�Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 6116 Ct Address lL p li! %?{Phone No.6 3/ - 7Z-7 -7"3 Name of Architect G cl` Address?613otc'8`77—1 Awle5Pffoo- e No 510 7M 3 511 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. a U 18. Ar6=there'any covenants and restrictions with respect to this property? * YES NO ✓/ *, IF YES, PROVIDE A COPY. STATE OF NEW YORK) ( ) COUNTY OF [ �'SS.. 2 40 C.i 140 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the f� (Contractor,4Zgu1,.Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw �rrnn to before me tl r� day of ram 20 I ` IE1,DOROSKI f Notary lic Notary Public,State Of New York 'Signature of Applicant No. 01DO6095328, Suffolk Cou ty Term Expires July 7,20 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees ® C.O.Application \ / Flood Permit Examined 20 Single&Separate UG 1 6 2019 DQTruss Identification Form Storm-Water Assessment Fonn IBUMDING DEPT. Contact: Approved 20 s ,�, ,4„ Mail to: Francis J. Yakabosk Disapproved a/c (��1 l'740—a-1Q7 0 Phone: Expiration Building Inspec APPLICATION FOR BUILDING PERMIT Date August 16 , 20 18 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule, b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant, Such a permit shall be kept on the premises available for inspection throughout the work e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections (Si ature of a icant or name, if a corpo ation) 1668 S and A enue Calverton, NY 11933 (Marling address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, eneral contractor electrician, plumber or builder Applicant is the agent for GCG Bayberry LL�, Contract Ven ee Name of owner-of premisAenee Poncet and Stephen J. Fitzpatrick (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Naive and title of corporate officer) Builders License No. TBD Plumbers License No. If Electricians License No. " Other Trade's License No. 1. Location of land on which proposed work will be done. s' 702 wiggins Lane, Greenport, New York 11944 House Number Street Hamlet County Tax Map No. 1000 Section 035 -00 Block04 .00 -Lot-. 0 2 8 -1 6 Subdivision N/A Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant Land b. Intended use and occupancy Single family residence 3. Nature of work(check which applicable): New Building x Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost N/A Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front N/A Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height N/A Number of Stories 8 Dimensions of entire new construction: Front Rear Depth Height Number of Stories c 2„r�oubmitted 9. Size of lot: Front 1 0 3 Rear 1 1 2 Depth 1 8 5 10. Date of Purchase N/A Name of Former Owner N/A 1 I Zone or use district in which premises are situated g4 o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises See pg. 1 Address Phone No. Name of Architect Charles M. Thomas Address 206 Lincoln Stl'hone No 631 -727-7991 Name of Contractor TRp Address Phone No. 15 a is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.0 PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSUFFO FRANCIS T YAKAROSKT being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this & day of Augu�s�Jt� 20 18 Notary Public Signa re o licant KATHERINE A McERLEAN Notary Public,State of New York No.01 MC5086460-Suffolk Coun Commission Expires October 14, 0 / :��w+ tri'i;.�' _ .,;+iii+ �'tr .:y�� rs _ �.�,iil.# t N,� ;;Zy�ti� sr�!'��,� .��d���51�%�. ,•N �t � ?� ':` ?�n <fL 'L3'Gti:�'.a�:. '."3f;�:+'1k'R&��R>;` '"'•: �, il,.?"�:V6`..,`:;.2k.T �d� �� 3: '� •_ - - ._ ...... - N�� is�: •tit ,�� � =iJC�J s't ��,�� Jaz S�dtJ:airJd_L,`�_ st.��', i .. '� �1,a }�:J�tt1 t lE:`:' r'r �, ".]BoARD'`OFfSOUTIIOIr,'DiTOWN TRUSTEES :Y SOUTHOLD,NEW"YORK PERMi 14T J9502�' �I1ATE: 0T01E1$'7,M9 fs -r.`'T� i f, t-> i!s r '�ss;t ry�j !'�Icv s,;i` 'i., t._42 'xn t: Fev c. ISSUED Tb: RENEE PONCE'T 9TEPiitN 4.,F,IT�LPATRI�K• ' .: 7j'J ii umij v.; :r.n Batt, .t . r ia.ru,� zit, u€?s YfiE i .E_"'JI) 'S {- fSS dsa A v arar�� ;,+(tt t•`j f�3:.. 11 i.»'::a,� fit; e -l-M,let; PROPERTY AD�RESS: `702 vVIGG�INS LANE 'GREENP']M If, ' .a�tU10Wt)r_ 10 f - ' fid`- ..)•r't,tiY-' � t SCTM# 1000-35-4725.36 577,A I ip­r &{ ,;il'd: ?ti wt;. --RIO t,("I.1*q s, 1l)t bibiv 'i "if'fin'i •ii: Au�r�® _ Cio�v„ t r Y ti • Pursuant to the provisions of Chapter 275{ of the Yo Code of the Town�of Southold and in- Pursuant with the Resolution of the Board of Trustees adopted at.the meet' held,on JuIX 17, 2019, and in i" '' EifJW's' r w°.5. ' i)7�'r' i1t{CDl atg Ira stls_.i $I° `$ CiP''j tEd fi k4'= ^s 7;�[ ?',•y' a;s consider`a ion of"a"pplication fee in me'-sum'of,$25'b:00' paid by'�iWneg Ponce 8 'Stephen J:Titzp�atrick ani i J .i enl" t� sF ^t },r��� .att e r.; "",ri( eta �. ii- •:s i xc 9 „ subject to the Terms and-Iffonditions�as stated im'fhe•�esbl�ti A the Mthold`iT,M Board of ick.� authorizes and permits the following: Wethifi&(Per flit td,'con§tructra=tkvo=stotrtl 372isiitgl�fimily,°dvvellimgAvithia4500sq ft:{atfached 4 gauge;witlf2the'lctindi'ti'on of ttie�i>nstallafirati'SIA°l akti ateritiegtrWentlsy'stem inLIieu of system proposed,to be located in'sam'ellaca`i'dri,)dhdk `g-',depi".etedLon#hV,§3t'vey:ptepared`lby Nathan Taft Corwin III Land Surveyor,last dated September 4,2019,and stamped approved *� on e%c t)d Hivi j—ra6) ht)XhOd1 J3 f3I��I;}ci IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents`to.be,subscribgd by majoritypf;the,said fJ3oard asfof the 7tht4y of,Octpober, r ,'g�"} ?_}�;lai4S '3)fiN �t< • ` ,.. (d:. '1`_'7; ,;}�! ;1„ ; ;;� �''�`, :".�.a: ,'��;r •�®�'�t � si:t3{.} `J�J ,i, r' j .d S• t.: fJ3 YJ;aff x 1 ��' ,'u.^�vr; ..if �"r. ;fi} }�i r'� ��is a �g7�•�S��IV$il `''i7`�i r1t iSCSt� i ,Tr - � •): ,f �Ca •,�a j$';f., .flJ ��S`+� Zx_ 7a a aa;,!:, r 1a,.�� ��`{�y� i �:�.� �� 4it� �� _�,� rs,✓.��� r� �. s�� .fit, ��`:_ E.`�t.f i'i�+bj� Glenn Goldsmith,President �QF s®(/�� Town Ball Annex Michael J.Domino ®� Ile ®154375 Route 25 John M.Bredemeyer III P.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski G Q Telephone (631) 765-1892 Greg Williams R`® �® Fax(631) 765-6641 c®UN N,� ]BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1770C Date: October 28, 2020 THIS CERTIFIES that the construction of a two-story 1,372 single family dwelling with a 500sa.ft. attached garage; with the condition of the installation of an IA wastewater treatment system in lieu of system proposed,to be located in same location; At 702 Wiggins Lane, Greenport Suffolk County Tax Map #1000-35-4-28.36 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 15, 2019 pursuant to which Trustees Wetland Permit#9502 Dated October 7, 2019,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a two-story 1,372 single family dwelling with a 500sq.ft. attached garage,• with the condition of the installation of an IA wastewater treatment system in lieu of system proposed,to be located in same location. The certificate is issued to GCG Bayberry LLC owner of the foresaid p perty. Authorized Signature E � r J 7 2020 " N 0 V - 5 2020 ✓4.+'t� A S.A c New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, New York 11790-2356 Aft Telephone (516) 444-0365 Facsimilo (516)444-0360 Jolm P.cahill Comm6sh ner LEJ71?,,R 4r NQNJLIRJSDICI'1 N -11DA1,WE'rLANDS Date: January 21, 1999 Ms. Renee Poncet RE: 1-4733-02107/0(1001 17 Dosoris Lane Poncet Property Glen Cove,New York 1 1542 702 Wiggins Lane, Gu-eeupe:-t SCTNT 1000-35-4-20 Dear Ms. Poncet: Based on the information you have submitted, the lrew York State Department of Environmental Conservation has determined that the property landward of the 10 ft elevation cotdour as shown on the survey prepared by John C, Ehlers, dated 3/16/98 and last revised 12128/98, is beyond Article 25 jurisdiction, Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6Iv'YCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, chat no construction, sedimentation, or disturbance of tiny kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may resilt from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) er erecting;a temporary fence, barrier, or hay bale berm, Please be further advised that this letter does not relieve You of the responsibility c•f obtaining any necessary permits or approvals from other agencies Ven' n-uly yours, HSG Permit Administrator cc- ivlr. James E. Fitzgerald, Proper-f Permit Services Bureau ofMarine Habitat Protection, NYSDE-C File D\MG ��i FORM NO. 3 NOTICE OF DISAPPROVAL, DATE:August 28,2018 TO: Francis Yakaboski(Poncet) 1668 Sound Avenue Calverton,NY 11933 Please take notice that your application dated August 16,2018 For a determination of lot recognition at Location of property: 702 Wiggins Lane,Greenport,NY County Tax Map No. 1000— Section 35 Block 4 Lot 28.36 Is returned herewith and disapproved on the following grounds: c This non-conforming 20,120 square foot lot in the R-40 District created by deed Article IV Section 280-18 which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule,f 11 with the same force and effect as if such regulations were set forth herein in full." Bulk Schedule requires 40,000 square feet for lot size 150 feet in width and 175 feet in depth The current lot was created by a recorded deed in 2008.The lot size(20,120 sq. ft.)and width(103 feet)do not conform to Bulk Schedule. F erm th se of creation requires approval from the Southold Town Planning De artment ' ed afore CC: file,Z.B.A.,planning ;i l �A J BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 0� SOUTy� 53095 Main Road -P.O.Box 1179 a, ,`O !O Southold,NY 11971-0959 • Padicia Acampora Office Location: Eric Dantes CA Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento OliyCOU Southold,NY 11971 http://soutlioidtownny.gov D) 1--=' ZONING BOARD OF APPEALS RECEIVED 1 2019 t _ TOWN OF SOUTHOLD & r;) �c 9:00141M AA Tel.(631) 765-1809-Fax (631)765-9064 F E B 2 8 2019 (2, 7" *� So hold Town Clerk FINDINGS,DELIBERATIONS AND DETERIVIINATIO MEETING OF FEBRUARY 21,2019 ZBA FILE#7242 NAME OF APPLICANT: Renee Poncet and Stephen Fitzpatrick PROPERTY LOCATION: 702 Wiggins Lane, Greenport,NY SCTM No. 1000-35-4-28.36 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 30, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject of this application is a non-conforming 20,120 square foot waterfront parcel located at 702 Wiggins Lane consisting of what was originally identified as Suffolk County Tax Map Parcel numbers 1000-35-4-8 and 1000-35-4-9 (hereinafter referred to as "the underwater portion") and parcel identified as Suffolk County Tax Map Parcel number 1000-35-4-28.34 (Collectively referred to as "the subject property"). The subject property was improperly created by a deed transfer in 2008 when the underwater portion and the upland portion were transferred to the same owner in the same deed. The subject property runs 112.55 feet along Gull Pond Inlet, 103.23 feet along Wiggins Lane, 196.19 feet on the north side and 178.20 feet on the south side. The parcel is improved with a wood bulkhead and metal ramp with floating dock. All is shown on a survey prepared by Nathan Taft Corwin,III,LLS, dated February 22,2018. TOWN OF SOUTHOLD PLANNING BOARD: This application was referred to the Planning Board for their comments. In a memorandum, dated January 16, 2019,the Planning Board indicated their support for the granting of the necessary variances, and noted that, although this application is unique,the underwater portion of the subject property is located in a privately owned manmade canal and the that upland parcel is non-conforming in size and will be made less nonconforming if the variances granted and re-subdivision approved. BASIS OF APPLICATION: Request for Variances from Sections 280-18 and the building inspector's August 28, 2018 Notice of Disapproval based on a determination for lot recognition at 1) at less than the code required Page 2, February 21, 2019 #7242, Pon cet-Fitzpatrick SCTM No. 100Q-4-28.36 minimum lot size of 40,000 square feet and 2) less than the code required minimum lot width of 150 feet located at: 702 Wiggins Lane, (Adj to Gull Pond Inlet)Greenport,NY SCTM# 1000-35-4-28.36. RELIEF REQUESTED: The applicant requests variances to legalize the conveyance of the underwater portion of the subject property. This conveyance will not change the buildable area used to calculate lot coverage and the newly formed lot will be less nonconforming than the original lot that consisted of only the upland portion of the subject property. The applicant originally made an application for "lot recognition"; which if granted, would mean that this Board would be overruling the determination by the Building Department that the lot was not a recognized lot under the Town Code. In reviewing the history of this application, and in discussions with the applicant's representative at the public hearing, the Board determined that the correct process for legalizing the subject parcel is to grant area variances for the non-conforming lot size of 20,120 square feet where the code requires a minimum 40,000 square feet, and a lot width of 103 feet where code requires a minimum of 150 feet. Thereafter, the Planning Board may proceed with applicant's re-subdivision application which, if granted, would result in a legally created,recognized lot under the Town Code. ADDITIONAL INFORMATION: On January 27, 1999, the applicant received a variance on the upland portion of the subject property for a proposed new dwelling with a front yard setback of 24.4 feet from the northerly property line abutting the private Right of Way, where the code requires a minimum front yard setback of 35 feet. (Appeal No. 4621). At the time of the decision,the upland portion of the subject property was particularly known at SCTM No. 1000-35-4-20. The subdivision reference of"Map of Fordham Acres, Section One"upon survey prepared by Nathan Taft Corwin, III, LS, does not identify the subject lot, but refers to the lots from which underwater portions, subdivision lot nos. 12 & 13 (particularly known as SCTM Nos. 35-4-8 & 9),were conveyed. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 7, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce any change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of dwellings of various sizes on generally irregularly shaped lots off of a private, undeveloped road. The subject property would be a building lot with the same buildable area as the original upland portion of the subject property. 2. Town Law $267-b(3)(b)(2 . The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. Even with the additional lands proposed to be merged, the resultant lot width and size will remain non-conforming\and variances must be obtained before the Planning Board can grant a re-subdivision which will create a legally recognizable lot. 3. Town Law $267-b(3)(b)(3). The variances granted are mathematically substantial, representing 49.7% relief from the code for lot size and 31.3% relief from the code for lot width. However, the granting of the requested variances and the approval of the aforementioned re-subdivision by the Planning Board will result in a lot that has the same lot width as the previously recognized upland portion of the subject property and a lot that has an area that Page 3, February 21, 2019 #7242, Poncet-Fitzpatrick SUM N,o. 1000-4-28.36 is less nonconforming than the previously recognized upland portion of the subject property,while at the same time not increasing the buildable area.. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood and based upon the Board's inspection of the property the Board has concluded that the granting of the variances will not have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the subject property and accepted a deed purporting to join the upland portion and underwater portion without benefit of Planning Board approval after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the subject property under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a larger building lot while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARDmotionwas offered byMemberant considering s 1 fall fthe above e factors Des seconded by Member Weisman d applying balancing t est under New York Town Law 267-B, (Chairperson), and duly carried,to GRANT the variances to allow for less than the required lot size and width, as shown on the survey prepared by Nathan Taft Corwin,III,LLS, dated February 22,2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1) Conveyance of the underwater land with the subject lot will not change the building area calculations; therefore,Zoning Board of Appeals decision No.4621 which granted relief for an insufficient front yard setback for a proposed new dwelling, dated January 21, 1999,will still remain in effect. 2) The applicant must receive Planning Board approval for a re-subdivision application for the subject property as shown on the survey prepared by Nathan Taft Corwin, III, LLS, dated February 22, 2018 within two(2)years of the date of this determination. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other,reatures as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. 0 Page 4,February 21,2019 #7242,Poncet SCTM No. 1000-35-4-28.36 r The Board reserves the right to substitute a similar design that is de minimis.in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code'of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Member Acampora was absent) Leslie Kanes Weisman, Chairperson Approved for filing Id /2019 APPEALS BOARD MEMBERS Southold Town Hal] Gerard P. Goehringer,Chairman �� Gym 53095 Main Road James Dinizio,Jr. y P.O. Box 1179 Lydia A.Tortora � ® � Southold,New York 11971 Lora S. Collins y �� ZBA Fax(516)765-9064 George Horning l �a Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION SPECIAL MEETING OF JANUARY 27, 1999 Appl. No. 4621 — RENEE PONCET FITZPATRICK (Judith Deegan, Owner) PARCEL 1000-35-4-20 STREET& LOCALITY: 702 Wiggins Lane, Greenport DATE OF PUBLIC HEARING: January 21, 1999 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is a vacant lot bounded on the north and east by an unpaved, traveled road off Wiggins Lane, Greenport, and bounded on the west by a dredged canal (without bulkheading or other type of seawall). The lot is 13,789 sq. ft. in area. BASIS OF APPEAL: Building Inspector's August 26, 1998 Notice of Disapproval citing Section 100-244B. Applicant applied for a building permit to construct a single-family dwelling with a front yard setback at less than the required 35 feet. RELIEF REQUESTED BY APPLICANT: Applicant requests a reduction in the northerly front yard setback from 35 feet to 24.4 feet at its closest point. REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony presented and personal inspection, the Board makes the following findings: (1) Applicant proposes to build a house which front will face east. The northerly side of the house will be 24.4 feet from the front property line abutting the private roadway. Because the northerly yard abuts the private road and is treated as a front yard, a setback of 35 feet is required. The setback requirements are satisfied on the easterly (35.5 feet) yard and southerly (10 feet) side. Given the size and shape of the lot, and applicant's desire to place the house above the 10-foot contour line, a variance for the northern setback is needed in order for applicant to build a house of reasonable size. (2) Although the private road is shown on the survey as 50 feet wide, the lane actually traveled is about 10 feet wide. Consequently, the distance from the northerly side of the proposed house to the traveled lane is more than 45 feet. The roadway serves two properties to the south of applicant's lot, and then ends. Traffic is therefore very light. Page 2—January 27, 1999 Appl. No.4621—Renee Poncet •1000-35,-4-20 at Greenport (3) Grant of the requested area variance will not produce an undesirablechange in character of neighborhood or a detriment to nearby properties because the private road is very lightly used and the actual setback from the traveled lane will be well over 35 feet. The construction as proposed will not the effect of placing the house undesirably close to a street in regular use. (4) There are no factors present to suggest that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. (5) The grant of the requested variance is the minimum necessary and adequate to enable applicant to erect a home on the property while preserving and protecting the character of the neighborhood, and the health, safety, welfare of the community. RESOLUTION/ACTION: On motion by Member Dinizio, seconded by Chairman Goehringer, it was RESOLVED, to GRANT the variance, as applied for. VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER, DINIZIO, TORTORA, and COLLINS. (Member Horning was absent gree revs T is Resolution was duly ADOPTED (4-0). � . iRARD P. GOEHRINGER, CHAI AN For Filing 2/5/99 TICIL ISG* ." Town Cl,r?:; 3.c,;r_ c, =.C" __ . t� Scott A sell STO>>[�I��] WATIER, vii RMAN AGIENCENT S $OLD T,OWN HALL:B O.;Box 117 �' z 0 53 5,MainRoad-SOUI'HOLD,NEW,ORK 1971 O 1 ' _; I =t ,.,� ®wn`o southol OCT 10 2019 I P{ ,7236 TORMWATER MANAGEMENT WORD SHEET 177 IF ( TO BE COMPLETED BY THE APPLICAN1-,)_- _ - I O ES THIS 1PROJFCT INVOLVE ANY OF THF, FOLLOWING. Yes A (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑EdE. Site preparation within the ane-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner lal Professional gent,Contractor,Other) S.C.T.M. $`: 1000 Date es ^Dutra NAME —�- P,„„ Section Block Lot **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 7702- 3519 ITekph—N—m d VN. Reviewed By: - - — — — — — — — — — — — — — — Date: — — — — — — — �� - - - Property Address/Location of Construction Work: — — — — — — Approved for processing Building Permit. 9 S rmwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM 41 SMCP-TOS MAY 2014 APPLICANT S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,-iDes-4n Professson Agent,Contractor,Other) — b05 It Gets 1 �tvW1 Stormwater Management Control Plan CHECK LIST NAME Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. MI..Print _� Date: 'a * The applicant must provide a Complete Explanation and/or Reason for not providing of*� all Information that has been Required by the following Checklists Signahii a Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: Y S NO NA If you need additional room for explanations, Please Provide additional Pape). a. Location & Description of Property Boundaries V00 b. Total Site Acreage. 0� c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(0(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing& Area of Proposed Land Disturbance. 00 f. Existing&Proposed Contours of the Site (Minimum 2'Intervale) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h Spot Grades & Finish Floor Elevations for all existing & proposed structures I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 0O 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. O0 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance &Site Access. 0 c. Inlet Df ainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e.g infiltration basins,swales,etc) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. I Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - - - - - - - ❑ Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 A UILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ,r. 2020 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 -F Telephone (631) 765-1802 - FAX (631) 765-9502 --0 A -southoldtownny.aov sea nd@southoldtownny.,gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: /oz/ 202 0 Company Name: C C E 6'fC Name: Cea e �,, License No.: �qo2 tn email: urrr cj i t e 17,) Ygo 19,f c— Address: /0 2 /a o/ z o eM, /v Phone No.: C/ /L2 L7 7; o q ce- JOB SITE INFORMATION (All Information Required) Name: C < ' Say Pry L G Address: 7eZ Irl ClAff -41vte ww'd- Cross Street: Phone No.: ��/ ,� L?7Y Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) w,re "ew l ouse 6,„ .kL Sr, l_ S1 r /► 3/0 0 S-0 /PP 4-- Circle All That Apply: Is job ready for inspection?: OV/ NO Rough In Final Do you need a Temp Certificate?: YES ! gD0 Issued On Temp Information: (All information required) Service Size 1 P 3 Ph Size: PD A #Meters Old Meter# NewServic Fire Reconnect- Flood Reconnect- Service Reconnected- Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 9 / / r l n-re pr u,o-Pt)% �d e- — MCI-f& 0y► pd/-e � U�✓o�/C�o v„ /�0 u GC PAYMENT DUE WITH APPLICATION 10 Request for Inspection FormAs I �� UILDIOVG DEPARTMENT-Electrical Inspector �e TOWN OF SOUTHOLD ,IC Cj ? 2020 Town-Hall Annex - 54375 Main Road - PO Box 1179 : F� Southold, New York 1.1971-0959 t Tele hone 631 765-1602-- FAX 631 765-9502 fV p ( ) ( ) southoldtownn . ov seand southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /o z/ 202 0 Company Name: C C EC Name: Goof Uicense No.: em il: Liv,r C i ll e /72 1— Address:Address: /b Z /�� /Q N�/ o M, N. Phone No.: / �7 JOB SITE INFORMATION (All Information Required) Name: ra C G BQY,Aell LLG_ Address: 7 Cross Street: Phone No.: Bldg,,Permit#: email: �'ax Ma District: 1000 Sectional Block: het: BRIEF DESCRIPTION OF WORK(Please Print Clearly) c,J,re oyPw �ouf2. _ _ G..,.�L •�f�o�%G � �y, _ . 3100 --(70 , Circle All That Apply: Is job ready for inspection7: Com l NO Rough In Final Do you need a Temp Certificate?: YES 41CO:) Issued On Temp Information: (All information required) Service Size QP 3 Ph Size: DD A #Meters ` Old Meter# New Servi Fire Reconnect-Flood Reconnect- Service Reconnected- Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information::" PrIVII-re );4 /ted all £1 f2 Oyn 716 k Uni1960/pLov„ J0 Fc PAYMENT DUE WITR APPLICATION ,1PX .per Request for Inspection Form.xls `�(Q \ ' PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW J Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments: G C ELECTRIC, INC, 102 KEYLAND COURT BOHEMIA,NY 11716-2656 TEL 631-567-7778 FAX 631-567-7877 �' 20 HOME # �L � � �� I� �C �'tJcoi✓� WORK # FAX. # �eUf F �Mi GPCELL# � f fr& �/�✓ �lm JOB 70Z t� < y J ��I�✓� Akola Ao ti fns I U 4,0✓ X71 G rO/P J o Aml Sc A4 P-Ov m -P'X ca u J l v Amp lel T� w�r�✓ � �F %3r��rc� r 3L0 aim P o-, �'-6N LGuJ11Io%, nv t�f OF c�(P/9�1f 3 o.✓ olv o yr h I g4 r/" ' r kro or-7 -n-cro f (5 EDA i Do Uo�-T— mc o c,J,q vc- ej L L Town Hall Annex �Z• .y Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P. O. Box 1179 COD Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Ll U- � Location of Property: W Lfarp.JF 4q Please take notice that the (check applicable line): New commercial or residential-structure' Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) s Roof framing (R) V Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity (check applicable line): _ Owner Owner representative TrussReg15.docx Effective 1/1/2015 2 qly lv Nr� L J <�'��i+• �z° x... to 1 ��r,�' 4K.1'NS v' x7r'':•'r'-*'�°�+� '.'; s " rj, 1 • i FLOOR - ,OFFr1C.E LOCATION: MAILING ADDRESS: Town Hall AnnexV S®U�, P.O.Box 1179 54375 State Route 25 ®�� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) '` ® Telephone: 631765-1938 Southold,NY Ly ;, £" P www.southoldtownny.gov 1 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 8, 2019 NOV 1 5 2019 Francis J. Yakaboski 1668 Sound Avenue Calverton, NY 11933 Re: Re-issue Final Plat Approval for 702 Wiggins Lane Resubdivision 702 Wiggins Lane, Greenport, NY SCTM#1000-35.-4-28.36 Zoning District: R-40 Dear Mr. Yakaboski: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, November 4, 2019: WHEREAS, this proposal is for the resubdivision of SCTM#1000-35.-4-28.36, a 13,789 sq. ft. parcel of upland, to add 6,331 sq. ft. of underwater lands of Fordham Canal, as created by deed transfer. This parcel is located in the R-40 Zoning District, +/- 1000' southeast of the intersection of SR 25 and Wiggins Lane, Greenport; and WHEREAS, on February 25, 2019, the Zoning Board of Appeals recognized the current configuration of this tax lot in their determination to grant an area variance in File#7242; and WHEREAS, on February 27, 2019, the applicant submitted a resubdivision application for review by the Southold Town Planning Board; and WHEREAS, on April 8, 2019, the Planning Board granted Final Plat Approval upon the resubdivision application; WHEREAS, the application has missed the 62-day period to file the deeds with the Suffolk County Clerk's Office, and the Planning Board Final Plat Approval expired; and WHEREAS, on October 21, 2019, the applicant requested by letter that the Planning Board re-issue a Final Plat Approval of the resubdivision application in order to file deeds and complete the transfer of land; and ,702s;Mggins Lane Resubdivision [2] November 8, 2019 WHEREAS, on November 4, 2019, at their work session, the Planning Board agreed to re-issue a Final Plat Approval upon this application; therefore be it RESOLVED, that the Southold Town Planning Board grants a Final Plat Approval with one condition upon the plan entitled, "Survey of Property, Greenport," dated February 22, 2019, prepared by Nathan Taft Corwin III, Land Surveyor and authorizes the Chairman to endorse the map after the deeds are filed. A copy of the endorsed map will be kept on file at the Southold Town Planning Department. Condition: 1. Submit a copy of the recorded deed to the Southold Town Planning Department within 62 days of the date of this resolution or such approval shall expire and be null and void. If you have any questions regarding the above, please contact this office at 631-765- 1938. Respectfullyr Donald J. Wilcenski Chairman cc: Assessors Building Department OFFICE LOCATION: rI'�'"'�" � MAILINGADDR]ESS: Town Hall Annex Pf� �QV/ P.O.Box 1179 54375 Stato Route 25p �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) 4 i Telephone:631765-1938 Southold,NY N www.southoldtowtmy.gov Z tj !� � . PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 9, 2019 Francis J. Yakaboski 1668 Sound Avenue Calverton, NY 11933 Re: Final Approval, Waiver of Subdivision Provisions & SEQRA Classification 702 Wiggins Lane Resubdivision 702 Wiggins Lane, Greenport,NY SCTM#1000-35.-4-28.36 Zoning District: R-40 Dear Mr.Yakaboski: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, April 8, 2019: WHEREAS, this proposal is for the resubdivision of SCTM#1000-35.-4-28.36, a 131789 sq. ft. parcel of upland, to add 6,331 sq. ft. of underwater lands of Fordham Canal, as created by deed transfer. This parcel is located in the R-40 Zoning District, +l-- 1000' southeast of the intersection of SR 25 and Wiggins Lane, Greenport; and WHEREAS, on February 25, 2019, the Zoning Board of Appeals recognized the current configuration of this tax lot in their determination in File#7242; and WHEREAS, on February 27, 2019, the applicant submitted a resubdivision application for review by the Southold Town Planning Board; and WHEREAS, pursuant to the resubdivision Policy set by the Planning Board in February 2011, this application is eligible for decision from the Planning Board prior to receiving approval by the Suffolk County Department of Health Services (SCDHS) as it meets the following criterion set forth in that policy: a Where no new development potential will,be created in the parcel to which the land is transferred; and WHEREAS, on March 25, 2019, at their Work Session,the Planning Board found the resubdivision application complete and determined that the proposed action meets all the necessary requirements of Town Code §240-57 for a resubdivision application; and 702 Wiggins Lane Resubdivision [2] April 9, 2019 a WHEREAS, pursuant to §240-56 Waivers of certain provisions, the Southold Town Planning Board shall have the authority to modify or waive, subject to appropriate conditions, any provision of these subdivision regulations, if in its judgment they are not requisite in the interest of the public health, safety and general welfare, except where such authority would be contrary to other ordinances or state law; and WHEREAS, the Southold Town Planning Board has determined that the following provisions of the Southold Town Code §240 Subdivision of Land are not requisite in the interest of the public health, safety and general welfare, and therefore, are eligible for a waiver: a. Sketch Plat Review b. Existing Resources Site Analysis Plan (ERSAP) c. Yield Plan d. Primary & Secondary Conservation Area Plan e. Preliminary Plat Review f. Preliminary and Final Public Hearings; and WHEREAS, this application is EXEMPT from review by the Local Waterfront Revitalization Program as no new development potential will come as a result of this re- subdivision; and WHEREAS, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5(c)(16) the granting of individual lot line adjustments are listed as a Type II Action; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type 11 Action under SEQRA as described above; and be it further RESOLVED,that the Southold Town Planning Board, pursuant to §240-56 Waivers of certain provisions, hereby waives the following provisions of subdivision a. Article V: Sketch Plat Review; b. §240-90(A): Existing Resources Site Analysis Plan (ERSAP); c. §240-10(B):Yield Plan; d, §240-10 (C): Primary& Secondary Conservation Area Plan; e. Article VI: Preliminary Plat Review; f. §240-19 (C-2): Preliminary and Final Public Hearings; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the requirement to receive approval from the Suffolk County Department of Health Services prior to approval of this re-subdivision by the Southold Town Planning Board; and be it further RESOLVED, that the Southold Town Planning Board grants Final Plat Approval upon the plan entitled, "Survey of Property, Greenport,"dated and last revised February 22, 702 Wlggins Lane Resubdivision 13] April R, 2019 2019, prepared by Nathan Taft Corwin III, Land Surveyor and authorizes the Chairman to endorse the map. Please Note: The-Southold Town'Planning Board, in waiving the requirement for SCDHS approval prior to their own approval, is simply waiving a technical requirement of Final Plat Approval under the Town Code and makes no representations as to whether SCDHS approval is required. SCDHS approval of this re=subdivision may be necessary Win com ilance with the Suffolk County Sanitad le far-future construction or re atie ase-submit a copy of the recorded deed to the Southold Town Planning Department within 62 days of the date of Final Approval, or such approval shall expire an.d be null and void. The state en t e ow mus e s approval resolution. I understand that Southold Town Planning Board approval of this Re-subdivision does not grant, guarantee or waive an approval, if required, from the Suffolk County Department of Health Services (SCDHS). i understand that I will need to apply separately to the SCDHS for any applicable approvals. � r ignature of(Property Owner 1) Print Name' Signature of(Pro erty owner 2) Print Name if you have any questions regarding the above, please contact this office at 765-1938. Respectfully, r Donald J. Wilcenski Chairman End Negative Declaration cc: Assessors w/map Building Department w/map SEPTIC DETAIL Pau,osFn SURVEY Or- FROFERIY not to 5cale CXELLINtl i CJITUATE: E5' OF THE VILLAGE OF &REEM'ORT TOYS OF SOUTHOLD K.M EAtane grade 1l e• SUFFOLK COUNTY, Nr maen,nc °i:or it. 1°s \G SURVEI'ED 03-Ib-48 \' DWELL AMENDED 080-48 anal lzl _-,—•o e���-'B sa�oa `f1 Oir1\0 \.��,Pv IN6 WITH PUBLIC B'0 e��= Cor Cit stank 0'(-I�}-48 WATER SERVICE O"1-28-�I8 30ee'.a11 �`_y� � ov��p.� 10-27-48 12-28-48 3. -.-t-----—- _ SUFFOLK COUNTY TAX 1000-35-4-20 to, 01 stone road CERTIFIED TO, °F STEPHEN J.FITZPATRICK f\o� pm RENEE PONGET FITZPATRIGK �O \ d o\ �\�wpte� GOMMINSURANNGE GOMAPNY Test Hole Q (not to scale) j "c'- \ �� O \ VACANT NOTES, 0 51 o. 19 MONUMENT FOUND 5-41 0- �k O PIPE FOUND FENCE 2 5' h \\ ♦ , 9. \ �� \ ,_ REFERENCE DEED:L 11833 GF 548 AREA=13,784(032 AGJ TO TIE LINE \\\ � , vim/ � �'6^ 1• 5 � / ELEVATIONS REFER TO MSL N6VD`24 \\\ O \ � �� ; Lot coverages w ZZ' / '� \ ail ° 1 Tota[ Area = 13,786 sf Upland Area = 12,3'18 sf Proposed Dwelling = 1,780 sf or 1445 Lot Coverage w tatl 0 , Flood Zone Llmlt5 taken from FIRM Flood Insurance Rate Map Panel #176 of 1026 Of. 60c RECEIVED c of�°ye< - RECEIVE® vo\ �e g\ �� a° FEB 2 7 2019 ;.�, Obtained 3-Ib-98 \-P"(E Southold Towna •m^m1 d at Hlgh Tide J Planning Board GRAPHIC SCALE I,,= 30' r'i :--------,:- ------ -.`...��.._ -- ---------- <C,a.`,.:C'_. -ft:-� REFERENCE 9 98-0123 SURVEY OF PROPERTY SITUATE rF ECEVGREENPORT FEB c 7 2019 I TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S C TAX No 1000-35-04-28 36 >j 7 5-Ou[a�lpWn SCALE 1'=30' Planning Board FEBRUARY 22,2018 LOT COVERAGE OVER LOT AREALANDWARDOF BULKHEAD y] ma /I lei Aau--. -MS. TOTAL AREA=2,120 e It �]+-,� ✓✓ �.JJd l DESCRIPTION AREA NEb x LCT COVERAGE 0D t tIV :L.1 6�9 AL'B i HOUSE W/PORCH 11.1"FR.n ID tx DECK/PORCH leD aq N Ilx ms's �rrn 9 •"' N /�/•� 1 ELEVATIONS ARE REFERENCED TD NAVD 1988 DATUM W' OUTSIDE SHOWER 3!.q 1e SIR EXISTING ELEVATIONS ARE SHOWN THUS.AEE Ah 'Ir lP 01"G CONTOUR LINES ARE SHOWN THUS-----fo;----- ;'\\I� lo. -ATDrAL US. >m v emuuARAiDI 7 C Re�Dui v O ,� d\ � \ )['� �• \ ,pJ,p+-\ P ELl10D 1-5 INEORYATE TAKEN FROM fL000 INJURANCC PARC YAP Nv JetOJC01]e H \ ' AE CSE DOCO HEYATO"S CETERID.CO `o �BLssrr Y ry, 301E Y TIC CE)ERCA i0 BE OUIlIOE DR OM OUSE WNCE nG00PWN Ap \,�1\L•0 O YJyJ I1 \ T.A J I TAW .SLPTICID TH.S'nES{OR 5 BEDROOM HOUSE I$1.500 WLLONS TANK,S'LIQUID DEPfH,!'DIA MINIMUM ILlCNMO SY31LN FOR b 9EDR00Y HOUSE 6 400.q H SIOEWALL AREA. \ \\ \ ••\ - TF'9T HOLT DAT.I 4 LGCHING WLLEYS,BS'LGVG,47S'WIDE V DEEP \�\ W \\\ S .j\•VN+1 2 FROIYOCD BY O1HER5 l_J PROPOSED FUTURE SOX EXPANSION CAGEY NNPOSED II-LONo.4 75'WOE r 4'DEEP IFA U,-u[IEY q H4�\ .EJ<\•�\ ^fJ`o'A ti\ Ol ...\ 2 Z 1\ q \`` \ � `�_A .,, \ 6 U+"'v•^"a`L O PRwOJEp 1avD G.ILON sEPRc uN. l I A.MOUSES WITHIN 160'ARE CONNECTED TO PUBIJC WATER IN I—OM OY.O c v \\' r \ 4'� \ a� 1 S OBSCINATNIN3 OF VIER 0A]N,OB NNm If OY�ION ARE FROM TIEID !2. ��,\ •�_ Y , \ ( __ ______ ,WW B ANY WEI AND BOUNDARIES SHOWN ARE SUBJECT 10 VERIFICATION LTOS y, • •a \ i �8�•° y a + wo vnnw+. BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES - - f0 O '� �� xyDL.N '�'�.�\D \\ \' � I• ZOY^o0�0 "di 'y 0�F0.(psg PROPOSED SEPTIC SYSTEM DETAIL J,r c '° i' O' 9 � tt(S SVOE D+DF ro scNE) N� 9cDz i1`S, 00 O tl<A119f.y"cers6` �4a• nn Igo Nm sP.DE 9 63 s aRw , Pwrp.®.m vas.En mco �(..o„�N roO \ ` TDP G.+1e• - vN D •.N TDP EL 1 koU`O�•� EL 10a� +RY o u LAND -_�_ - jNGNm[XPECIED GROUND FA1GS WI • SEPTIC TANK(17 em¢.ad `Gi0uN-W' ' In,rx s um DNlax1 ftEv-p r 'MVPoRto mLn°Nc omrxj I,�r�ING GALLEYS(4) i+w+µEROE avu.Wx A NNlvw coa+bar siRnmx or 1>ov P9 n m w)s vl D-r arc nlml���sw.°�'v rvT ¢nom m D.v .wlurc.1FApBEw.,•iRs.—i mnvDvv NDu,E o.ec.,, Au nWviWwncN�iu,Iv�ia•si uiNmvrAx m m I z t ric,witti+ArO+v BE mrmrNagm o-mvv.^r A. mvvaTr(vR r9vu) !)tE=1 TMIw1 EB m¢xLKw-AMM" (w+ll/.wK TwFiMrt of i/••) SNwLL�eE NSQmros"Si W�iaO>�Cm fONC POE(d A A 10 M,.-I RrnEEN eFTC-X A'S IDUSE SIUIL RE VNMNxm S AN R Mn OTAN¢aDWLu ALL 1FAGNNO QILEY!AID YvjK-1 pN�iu e"ThiW"uYm TYPICAL STORMWATER UNIT GD=S To DE—c Iw+vru) (NOT TO SCALE) PREPARED IN X ROWCE WITH THE MOTNW SiANMRIK rOR-TIL=SUMCFB AS..-EU Vy A�+PvyIP-'-V�Flan SYRTME LI LS AND APPROVED AND ACOFIED M SUN NOCUSE BY SNE KEY YORK STA1E MO I.. .ppp lam.A. .tat Or l:Ct: pRALNACS SI'STSXJ.6LWJLl1'lDNS S - /N Y 5 IJc N'D 60467 ROOF ARG.I.p00 eq 11 - SJ4 cv�glll/4E,3• 71 It or e'my 14eNlrq pool mgWrM UNAInNORRED AL)EMRCN oR ADDINDV PROVIDE(2)0'div.N A Mph STORY DRAM POOl9 TO AN 9 OF IS..YORK SYA1E °IT'D'q 11 1.17w;;D vv 11 �W Nathan Taft Corwin III 11D vv K/A23 a 4A.onkel n RF B flv.YaelUrp-1 rvRWeW RD S+ImmRB+tMiS�pV D N�iL ORS PROVIDE(1)B'div,X 4'high STORM DRAIN MOL WIN OPEN ORATE TOE�BOASIlO lTt C -Y/ — Land Surveyor PROPOSED B'OW X A'DEW DRYYYILB MR ROOF ALN-Off AM SWOWN OM.pro Thf POSDI Fri 1XOE TMUPEY PROPoS[0 a YF Y♦0¢P DR1W[LL WITH OPLN GUM F011 DRI-AY ARE SNOWA THUS d PNE WIIP ft1vF�2iYOlrAL AlO Succevar To kS.;J ba t.%J,L9 ' IPONO Rsmu+.cx USIED NEON,AVD JmeDlr A IngegnD LS iTUTOON.IERn�1o.WE NOT-SiUFNBEE TIU,STWveyS-SAdm—- Sit,PI'm- CDnshueGan Lyrovt PHONE(631)727-2090 FO.(631)727-1727 THE EOSTENCE OG ROWS OF WAY O`TCFS LOGTED AT YAB(NC.ACCRaS AND/OR EASCNENTS OF RECORD,IF 1586 Mam Rood PO Ba.18 ANY,NOT SHOWN ARF NOT GUARAIRLCO Jemapprl,Her York 11947 Jmr.aDOH.NOW•ark 11947 38-0422 - SURVEY OF PROPERTY RECEIVED SITUATE GREENPORT FED 2 7 2019 TOWN OF SOUTHOLD '- uinoTo"awn SUFFOLK COUNTY, NEW YORK 1000-35-04-28.36 OAO) ., Planning eDard S,C 7AX NSCALE 6 30W Nk° ATS R ` \ FEBRUARY 22,2016 (� (Pill, \ ° I LOT COVERAGEOVER+LOT iMoR.FAeoxRE��1O1. 6UL147£AD x f1 TOTAL AREA-20,130 v t��S �F,N 0 462 1 DESCRIPTION AREA x LOT COVERAGE HOUSE W/EroRCH IA. Il DECK/PORCH Rm.q 11 1.xx A'—�• Y�^ HOWER 20 1 ELEVATIONS ARE REFERENCED TO NA O 1988 OANY I / I /xJLO 1U1M°uY4 JZ O M' OUTSIDE S •e OZx EX STING ELMT EVATIONS E SHOWN NUS TOTAL L14S.q n +fi Sx To[%ISTING CONTOUR LINES ARE SHOWN THUS US----->oP----- uUR o9w1 ew»n0 imO E'W 0 vu1. GK r-• R.,M�'A'd\\ Or 5L] 2 ROOD ZONE INFORYAFON TAKE„EROY ' t' XML \ �"\ r...1.UNGE MT[MAP Na Sa10300176 H )ONE Y F NDOD CUDWnDNS DEIL xm 1 1 \ b 20•E W^ ._I—D TO DE 0-1 THE OSx AN.-CPwC[DOOORAN. N° 1 \ �,� T6 s MINIYYM 6EPTIC TANK CAPAOIIIES FOR 5 SEDIDOM HOUSE IS I,50D GALLONS TANN S'MOUID DEPTIf,B'.EA MINIMUM LCACHING SYSTEM EOR S D[DRDOM HOUSE IS 400,q 0 SIDEYULL AREA __ • F. \ \\ \ TR.ST'HOLR DATA 6l[ENING GANEYS,6S'LONG 4]1'WIOC,4'DEEP, Rr OTHERS L_!-POSED F SOx EUMNMON 0.- 1r Y LONG x•W WIDE.v Or,,-E...cAISEY .da� .LS "`� '.}_-�):J � •'�\\ '� �""+ �PROPoS[O IaDq uunx srylx rwK 4.ALL ROUSES WNHIN 150'ARE CONNECTED TO PUaID WATER 5 THE LOCINON OF WELLS ANC—LS SHOWN HCREGN ARE FROM fII1D OBSERVATIONS AMD/OR DATA CNAINEO MOM OTHERS fi ANY YYCTUND GOUNOM'ES SHOWN ARE SUBJECT TO V[RIPTCATON BY NEW YORK STATE w0/OR D-ER REGULATORY MENUES O`\ Is ros \ ctwrtv 6 3 ° ;s,o PROPOSED SEPTIC SYSTEM DETAIL TLlg�b��b¢ 4S ETrvXp1i+.G. (hor TO seuE) PCY,lW6A 4 4 W GPME Ixctt ELEV 4'E mg U pcT'z 5 b s ^_Ita aoa Axro a.oP roP E.os nI °xl°LEr �aLLM I,Ix Ixv D n „„°� I TAxK 'p—Z' w. N NN J o It t EERY.19 ^PRCx 1/e'/t , __ uv np ri -NdiST pPFCIED OROLNC WATER`y Wi 64e FGI n SEPTIC TANK(]„) -e.e I Etv�YSTm r w fi arcel aA v lawn d RING GALLFYS(f4 0 wa n xr Ax Y+TxD,Mrarc oo wl' DUP(a T.rme�vam G i_ x�oar e�Mo i��mW nlcx 6 �OF—AF.— nuLam[(ov EaW ."cTmEic'v.'L i GALL ws-0mN A wx Tarwxc[w d,/.9I All fae EvwU A.A to nH mrwvee R_W EN score Tux MD wiz—a MUNruaa S Ax a D01.neMo-'Em m¢"I fii cINc641Y5ewn"sRi`"w ecsic v..""x s+w i`rwie TYPICAL STORMWATER UNIT (TOPS TO BE TWA)AC.-.) (NOT TO SCAM APPROVED BY WW EN..DNNx W LIZ, PLANNING BOARD K DM TOWN OF SOUTHOLD D'N ACEORGAINNOT Wm THE MNIMJM /' d'AOS FOR TITLE SIIRrLYS A6 M—ED '1 22� O l q er THE w.5 S wDHMPR-G AND wDPIro DATE %sce`IFi W TIE NEW Ya+N STATE MO r Arm n a.e one°”` � W� •'`!j-cT CO 0 f• DRAINAGE SY.STRM CALCULRTZON.S. M1 /NYS ll�c No 504fi] ROOr ARFN 1,960.q fl 1N9r-0 xq t i O t)•]Sa a if OF1 U OPoZED KTDA-OR AD 23 s 79 nHiPol n el B dlP WehinR peal nqu�nd TO ih6 SUNG 6 A WCIATAYV PROVIDE(;);•die, hqN STORM NOUN POOLS E OV)309 6 ME NEW Yq+M IT- G— iATF Nathan Taft Corwin III I. MU IC01 aq 4n C I)D N 11II/-.40T�en( '11 e•a'-Iwchl.D Peal-1- TH LAND SvxKY�ux�NNm g�ql O�EN6 PROWOE(1)a'die x 4'high STORY DUN POOL WITH OPEN OUTS /� �B�°SSfiY A:TRAS CCa Land Surveyor McPOsm G.OLL X.DEST ORriIELLs TOR POO'PUN-O"ARE SHOWN TENS 1 �-- ornn N \\JJ I TO Txc AND ON I W�OHOu i-D ( ETA AND ON qs m AG-G AN 5vaas0r TO StaNey J bOYxn.Jr LS PROPDSED 9 DIA.A a DEEP ORTWLLL WITH CP[N GMTE lDR ORNEWAY ARC$N%YX THUS,,`b 11RE CYPNII 0.2ex Jrt.L ACENLY AND c v5m0iTJl(USim NMEon w Jwaph A IhOe9n0 L6 MWI 11xi1CMSTYlDIi9 ARE TFANSf°SDFIuwF RUe SMP-S"---S'td Hang- L'W'U'UNKDaD Layout PHONE(631)727-2090 FDA(631)727-1727 THE M6TENCE OF RIGHTS OF WAY OFFICES LOGTEU AT MANAO ADOCSS ANG/OR EASEMENTS Or RECORD,IF 1566 Moia Rood PO 60.18 ANY,NOT SHOWN ARE NOT GUARANTEED J.-pi.-York 1(94) 'F—r(,Nen Y.H,11547 2300- W Corttk FIRST AMERICAN TITLE INSURANCE COMPANY OF NEN YORK DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD THAT is has caused a search to be made in the appropriate Office of the County of Suffolk, in the State of New York, against the premises described herein and premises adjacent thereto on all'sides from 12/4/1958 to 11/15/1998 to ascertain the fee chain of title reflecting said premises described herein; and the premises abutting same and has found only the returns as set forth herein on the following pages as they appear of record; and DOES certify that"the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein". THIS Company's liability is limited to Twenty Five Thousand (25,000.00) Dollars for negligence only. NO policy of insurance is to be issued hereunder, and full payment is due upon receipt of this report. District: 1000 Section: 035.00 Block: 04.00 Lot: 020.000 SEARCH DATE: 11/15/1998 Title No. 498-S-00140 FIRST AMERICAN TITLE INSURANCE COMPANY BY: h /� i T • r ��� Title No.498-S-00140 SUBJECT PREMISES DISTRICT: 1000 SECTION: 035.00 BLOCK: 04.00 LOT: 020.000 GRANTOR: Kenneth A. Deegan GRANTEE: Judith A. Deegan DATED: 9/1/1996 RECORDED: 6/3/1997 LIBER 11833 PAGE: 548 GRANTOR: Ruth F. Preston,Ida Belle Latham&Robert L.Muir GRANTEE: Kenneth A.Deegan DATED: 12/31/1968 RECORDED: 1/15/1969 LIBER 6489 PAGE: 474 GRANTOR: Robert H. Preston GRANTEE: Ruth F. Preston, Ida Belle Latham &Robert L. Muir DATED: 5/7/1959 RECORDED: 6/16/1959 LIBER 4642 PAGE: 146 GRANTOR: Austin Davison GRANTEE: Robert H. Preston DATED: 12/4/1958 RECORDED: 1/23/1959 LIBER 4577 PAGE: 528 Title No. 498-S-00140 PREMISES TO NORTH DISTRICT: 1000 SECTION: 035.00 BLOCK: 04.00 LOT: 028.003 GRANTOR: obert Preston, Ruth F. Preston,his wife Robert L. Muir, Helen Muir,his wife&Ida BelleI ham GRANTEE: John A. Costell , "q A DATED: 12/28/1979 \ RECORDED: 2/22/1980 LIBER 8781 PAGE: 523 GRANTOR: Ruth F-Pxeston Ida Belle Latham&Robert L.Muir GRANTEE: Robert H. Preston DATED: 3/1/1972 RECORDED: 5/8/1974 LIBER 7633 PAGE: 111 GRANTOR: Robert H. Preston GRANTEE: Ruth F. Preston, Ida Belle Latham&Robert L. Muir DATED: 5/7/1959 RECORDED: 6/16/1959 LIBER 4642 PAGE: 146 GRANTOR: Austin Davison GRANTEE: Robert H.Preston DATED: 12/4/1958 RECORDED: 1/23/1959 LIBER 4577 PAGE: 528 d Title No. 498-S-00140 PREMISES TO NORTH &EAST DISTRICT: 1000 SECTION: 035.00 BLOCK: 04.00 LOT: 028.002 PRIVATE ROAD GRANTOR: Robert H. Preston uth F. Preston,his wife 4o We- �Nluir Hele M hi"' si Ida Bell Latham GRANTEE: John A. Costello DATED: 12/28/1979 RECORDED: 2/22/1980 LIBER 8781 PAGE: 523 o� GRANTOR: Robert H. Preston �\ GRANTEE: /-Ruth F. Preston,Ida Belle Latham &Robert L. Muiry ., DATED: 5/7/1959 RECORDED: 6/16/1959 h3b}�� / I LIBER 4642 PAGE: 146 GRANTOR: Austin Davison GRANTEE: Robert H. Preston 1 DATED: 12/4/1958 RECORDED: 1/23/1959 LIBER 4577 PAGE: 528 Title No.498-S-00140 PREMISES TO SOUTH DISTRICT: 1000 SECTION: 035.00 BLOCK: 04.00 LOT: 028.024 GRANTOR: Frederick Raymes GRANTEE: Charles Snyder&Jane Snyder, his wife DATED: 1/29/1997 RECORDED: 2/11/1997 LIBER 11815 PAGE: 845 GRANTOR: Frederick Raymes, A. Diane Raymes,his wife a/k/a Diane Raymes GRANTEE: Frederick Raymes DATED: 9/9/1991 RECORDED: 10/11/1991 LIBER 11352 PAGE: 19 GRANTOR: George K. Greene GRANTEE: Frederick Raymes&A. Diane Raymes, his wife DATED: 5/10/1979 RECORDED: 5/14/1979 LIBER 8624 PAGE: 294 GRANTOR: Charles M. King, surviving tenant by the entirety GRANTEE: George K. Greene DATED: 8/17/1970 RECORDED: 8/21/1970 LIBER 6794 PAGE: 184 Title No. 498-S-00140 Continued- PREMISES TO SOUTH DISTRICT: 1000 SECTION: 035.00 BLOCK: 04.00 LOT: 028.024 GRANTOR: Ruth F. Preston, Ida Belle Latham &Robert L. Muir GRANTEE: Charles M. King&Helen King, his wife DATED: 2/18/1965 RECORDED: 4/1/1965 LIBER 5722 PAGE: 582 GRANTOR: Robert H. Preston GRANTEE: Ruth F.Preston, Ida Belle Latham &Robert L. Muir DATED: 5/7/1959 RECORDED: 6/16/1959 LIBER 4642 PAGE: 146 GRANTOR: Austin Davison GRANTEE: Robert H.Preston DATED: 12/4/1958 RECORDED: 1/23/1959 ` LIBER 4577 PAGE: 528 Title No.498-S-00140 PREMISES TO WEST DISTRICT: 1000 SECTION: 035.00 BLOCK: .04.00 LOT: 028.015 LAND UNDER WATER GRANTOR: John A. Costello GRANTEE: Peconic Holding Company,Inc. DATED: 4/30/1980 RECORDED: 6/30/1980 LIBER 8831 PAGE: 294 GRANTOR: eRobert H.Preston, Ruth F.Preston,his wife Robe t L. lV�uir, ` elen Muir,his wi� f Ida Belle Latham GRANTEE: John A. Costello�`�� L DATED: 12/28/1979 RECORDED: 2/22/1980 LIBER 8781 PAGE: 523 GRANTOR: Robert H. Preston GRANTEE: Ruth F. Preston, Ida Belle Latham &Robert L. Muir i�0 DATED: 5/7/1959 .- i��3a II RECORDED: 6/16/1959 LIBER 4642 PAGE: 146 GRANTOR: Austin Davison GRANTEE: Robert H. Preston DATED: 12/4/1958 RECORDED: 1/23/1959 LIBER 4577 PAGE: 528 1 - also being located the following three courses and distances from a monument marking the Southeasterly corner of land now or formerly of Yuma Corp. South 20 degrees 50 minutes 10 seconds East along the Easterly side of said 50 foot wide right of way 260 feet to the southerly terminus of said 50 foot wide right of way; South 56 degrees 39 minutes 50 seconds West along the southerly terminus 51.21 feet to the westerly line of said right of way; Along the westerly line of said right of way,North 20 degrees 50 minutes 10 seconds,West 115 feet to the point or place of beginning. RUNNING THENCE from said point or place of beginning along the said lands now or formerly of King, South 63 degrees 09 minutes 50 seconds West, 120 feet,more or less,to the canal; THENCE Northerly along the said canal, 110 feet,more or less,to the southerly line of said 50 foot wide right of way; THENCE Easterly along said southerly line of said 50 foot wide right of way, North 65 degrees 50 minutes 20 seconds,East 140 feet,more or less,to its intersection of the westerly Iine of said right of way; THENCE Southerly along the westerly line of said right of way, South 20 degrees 50 minutes 10 seconds East, 103.23 feet to land now or formerly of King, the point or place of BEGINNING. i CC# : C19-55180 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DEED recorded in my office on 12/09/2019 under Liber D00013039 and Page 244 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 12/09/2019 # �\ SUFFOLK COUNTY CLERK L }- 9 2099 n ? i''.�'•' i ,!~-'_'-` `{ JUDITH A.PASCALE SEAL ' 1 I IIVIII IIII VIII VIII VIII VIII VIII VIII VIII IIII IIII IIIIIIIIIIIIIIIIIIIIIIIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE ,Type of Instrument: DEED Recorded: 12/09/2019 Number of Pages: 4 At: 01 : 35 :54 PM Receipt Number : 19-0229992 TRANSFER TAX NUMBER: 19-13664 LIBER: D00013039 PAGE: 244 District: Section: Block: Lot: 1000 035 .00 04 . 00 028 . 036 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $450,000 .00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20 . 00 NO Handling $20 . 00 NO COE $5 .00 NO NYS SRCHG $15 . 00 NO EA-CTY 1$5 .00 NO EA-STATE $250 . 00 NO TP-584 $5 . 00 NO Notation $0 . 00 NO Cert.Copies $5 .00 NO RPT $200 . 00 NO Transfer tax $1,800 . 00 NO Comm.Pres $7,500 . 00 NO Fees Paid $9,825 .00 TRANSFER TAX NUMBER: 19-13664 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County as • RECORDED Number of pages 2019 Dec O'a Ill.-3g,54 PI1I JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013039 Social Security Numbers I P 2,44 DT# 19-•13664 prior to recording. Deed/,Mortgage Instrument Deed/Mortgage Tax Stamp —[7 Recording/Filing Stamps 3 FEES /y Page/Fil ng Feey Mortgage Amt. 1. Basic Tax Handling 20, 00 2. Additional Tax TP-584 Sub Tota I Notation Spec./Assit. or EA-52 17 (County) '" Sub Total Spec./Add. EA-5217(3tate) TOT. MTG.TAX Dual Town Dual County R.P.T.S.A ,� � �LHeld forAppointment Comm. of Ed. S. 001. Transfer Tax Affidavit �+d� . Mansion Tax The property covered by this mortgage is �or will be improved by a one or two NYS Surc-iarge 15. 00 family dwelling only. Sub Total ! YES orNO Other cµ- Grand Total jf-NQ see appropriate tax clause on (,Oage # of this instrument. 13� - (0 / 4 Dist 1.036 5 Community preservation Fund 19039309 1000 03500 0400 028036 �i Real Prop P T G Consideration Amount$ (0 ` Tax Agency R Dn I IIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CPF Tax Due - - g Y 111111 $ Verificati, 09-DEC-1 pp Improved 6 Satisfactions/Discharg Rl(CORD e RETUProperty N pe ty Owners Mailing Address t Vacant Land FRANCIS YAKABOSKI, ESQ. TD 7 QJ) 1668 SOUND AVE. r� CALVERTON, NY 11933 TD TD Mai to: Judith A. Pascale, Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 co Name Peconic Abstract/First American Title www.suffolkcountyny.gov/clerk Title#641-S-04306 g Suffolk County Recording & End•orsement Page . This page forms.part of the attached deed made by: (SPECIFY TYPE OF INSTRUMENT) Stephen J Fizpatrick and Renee Poncet The premises herein is situated in husband and wife SUFFOLK COUNTY, NEW YORK. TO In the TOWN of Southold GCG Bayberry,LLC In the VILLAGE or HAMLET of Greenport BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over Bargain and Sale Deed with Covenants Against Grantor's Acts-Individual or Corporation CONSU:,T'VOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE„made the 6TH day of December 2019 BETWEEN STEPEHEN J. FITZPATRICK & RENEE PONCET FITZPATRICK a/k/a RENEE PONCET, husband and wife, both residing at 415 Wiggins Lane, Greenport, NY 11944 (as to the westerly part of the premises) and RENEE PONCET, residing at 415Miggins Lane, Greenport, NY 11944 (as to the easterly portion of the premises) party of the first part, GCG BAYBERRY LLC, with offices at 206 Lincoln Street, Riverhead, NY 11901 party of the second part, WITNESSETH, that the party of the first part, in consideration of ten dollars ($10,.00) and other'valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, SEE SCHEDULE `A'ANNEXED HERETO Being and intended to be the same premises as described in the deed made by Peconic Holding Co., Inc., recorded 12-20-1999 in Liber 12008 Page 374, as to the westerly part of the premises; and the same premises as described in the deed made by Stephen J. Fitzpatrick and Renee Poncet Fitzpatrick, husband and wife, recorded 01/06/12 in Liber 12681 page 563, as to the easterly part of the premises. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof. TOGETHER with the,appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND THE party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first, part w II receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement, and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: I _ STEPHEN J. FIT . 'RICK RENEE P INCET Legal Description of 702 Wiggins Lane, Greenport,New York Suffolk County Tax Map No. 1000-35-04-28.36 ALL that certain plot,piece or parcel of land, situate, lying and being at Greenport, Town of Southold, County-of Suffolk and The State of New York,more particularly bounded and described as follows: BEGINNING at a point marked by a concrete monument at the northeast corner of land to be herein described, above said'corner is formed by the intersection of the southerly side of a certain 50 foot wide Right of Way(know as Wiggins Lane)with the westerly side of above said Right of Way, above said point being also the following two (2)courses and distances from the corner formed by,the intersection of Main Road(N.Y.S. Rte. 25) with the westerly side of a certain.50 foot wide Right of Way(know as Wiggins Lane): (1) Southerly along the westerly side of above said Right of Way, 1,107 feet more or less to a point along the northerly line of land to be herein described; (2) North 65 degrees 59 minutes 20 seconds East along above said line and the southerly side of above said Right of Way, 124.02 feet to the true point or place of BEGINNING; RUNNING thence South 20 degrees 50 minutes 10 seconds West along the westerly side of a certain Right of Way(known as Wiggins Lane), 103.23 feet to a point marked by a concrete monument at the northeast corner of land now or formerly of Charles Snyder and'Jane Snyder; RUNNING thence South 63 degrees 09 minutes 50 seconds West along the northerly line of above said land,through a certain dredged canal (known as Fordham Canal) and through Lot 13 as shown on a certain map entitled"Map of Section One, Fordham Estates", filed in the Office of the Clerk of Suffolk County on March 7, 1962 as File No. 3519, 178.20 feet to a point; RUNNING thence North 30 degrees 22 minutes 50 seconds West through above said canal and through Lots 12 and 13 as shown on above said map, 112.55 feet to a point; RUNNING thence North 65 degrees 59 minutes 20 seconds East through above said canal, through Lot 12 as shown on above said map,along land now or formerly of John F. Costello Trust and the southerly side of a certain Right of Way(known as Wiggins Lane), 196,19 feet to the point or place of BEGINNING. STATE OF NEW YORK: COUNTY OF SUFFOLK) ss: On the _� day of December 2019, before me, the undersigned, personally appeared Stephen J. Fitzpatrick, personally known to me or proved to me on the basis of satisfactory evidence to ^be the individuals) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/sloe executed the same in his/her capacity and that by his/her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public VICTORIA CHARCZUK Notary Public,State of New York No.4850488 Qualified In Suffolk County Z 2` Commission Expires January 20,20„.,,, STATE OF NEW YORK: COUNTY OF SUFFOLK) ss: On the 6 day of December, 2019, before me, the undersigned, personally appeared Renee Poncet personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose' name(s) is/are subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity and that by his/her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public VICTORIA CHARCZUK Notary Public,State of New York No.4850488 Qualified In Suffolk County Commission Expires January 20,20— Z P FRANCIS J. YAKABOSKI ATTORNEY AND COUNSELOR AT LAW 1668 SOUND AVENUE CALVERTON,N.Y. 11933 (631)740-9707 FAX(631) 740-9709 email:francisyakaboski@yahoo.com August 7, 2018 Michael Verity, Chief Building Inspector Town of Southold Building Department 54375 Main Road P.O. Box 1179 Southold,New York 11971 Re: 702 Wiggins Lane, Greenport,New York SCTM#1000-03 5-04-028.3 6 Mr.Verity: I represent GCG Bayberry, LLC. We are in contract to purchase 702 Wiggins Lane from Renee Poncet and Stephen J. Fitzpatrick. I am forwarding at this time Authorizations signed by Charles M. Thomas, Member, authorizing me to act as agent for the company in connection with applications for Building permits,variances, and also to continue with the pending Hearing now before the Trustees. I enclose similar Authorization signed by Renee Poncet and Stephen J. Fitzpatrick, current owners of 702 Wiggins Lane,authorizing GCG Bayberry,LLC or I to apply for all necessary permits in connection with the construction of a home on 702 Wiggins Lane. I submit herewith Building Permit Application, together with survey prepared by Nathan Taft Corwin III for your consideration. We are submitting this application, of course, for the purpose of obtaining a denial letter from you so that we might proceed with or applications to the Zoning Board of Appeals and the Board of Trustees. Should you require anything further, please do not hesitate to contact me. Thank you. Very tru , A FJY:kf NCIS J. AKABOSKI Enc: FRANCIS J. YAKABOSKI ATTORNEY AND COUNSELOR AT LAW 1668 SOUND AVENUE CALVERTON,N.Y. 11933 (631) 740-9707 FAX(631)740-9709 email:francisyakaboski@yahoo.com September 28, 2018 Mark Terry, Assistant Town Planning Director Town of Southold Planning Department 54375 Main Road P.O. Box 1179 Southold,New York 11971 Re: 702 Wiggins Lane, Greenport,New York SCTM#1000-035-04-028.36 Dear Mr. Terry: Following up on our conversation of the other day concerning this parcel, I enclose Notice of Disapproval from the Town Building Department, together with a survey of the parcel depicting the home to be constructed: I represent'GCG Bayberry, LLC, which is in contract to purchase the land from the current owners, Renee Ponce and Stephen Fitzpatrick, who are husband and wife. The upland portion, of course, is a lot on an approved subdivision. The portion depicted a "dredged canal" was acquired by Stephen Fitzpatrick and Renee Poncet in 1999 by Deed from Peconic Holding. On behalf of my client, I am applying for a variance which would allow us to close title and construct a home we plan to build. Any suggestions or assistance your Department can offer would be much appreciated as the Building Department seems to be taking the position that the Deed from Peconic Holding for lands underwater would have required some type of approval from your Department back in 1999. Thank you. Very truly, c FJY:kf FRANCIS . YAKABOSKI Enc: cc: Michael Verity, Chief Building Inspector Town of Southold Building Department Dv OCT — 2 2018 BUELDRiG DEFT. TOWN OF SOUTHOLD Nunemaker, Amanda From: Bufkins, Erica Sent: Monday, December 09, 2019 4:30 PM To: Nunemaker,Amanda Subject: 702 Wiggins Lane Re-subdivision Hey Amanda, I just wanted to let you know that Frank Yakaboski submitted the filed deeds for the 702 Wiggins Lane subdivision today. Therefore,they're finished with the Planning Board review process. I figured I'd give you a heads up before Frank comes in asking for the building permit.Thanks O Best, Erica Bufkins Planner Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: EricaB@southoldtownny.gov I I SURVEY OF PROPERTY SITUATE N GREENPORT b�� 1 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK �ycS.C. TAX No. 1000-35-04-28.36 s& "'o (Pg1VA Jy� \ N SCALE 1"=40' SSE 10 \„ II FEBRUARY 22, 2018 lop / / x I x 6 \g 11.91 \ , q. TOTAL AREA = 20,120 s ft. ILn 1 0.462 ac. ° ?-A F°�cojr M°_" N0, ( ` LOT COVERAGE OVER LOT AREA LANDWARD OF BULKHEAD <�11.4 U, LOT AREA LANDWARD OF BULKHEAD = 12,982 DESCRIPTION AREA V LOT COVERAGE Ix 10.5 HOUSE W/PORCH 1,960 sq. ft. 15.1% XJU 11-4 \\�z DECK/PORCH 160 sq. ft. 1.2Y NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM \ r \ OUTSIDE SHOWER 25 sq. rt 0.2% EXISTING ELEVATIONS ARE SHOWN THUS:ZU )STONE\ \ I \ r� EXISTING CONTOUR LINES ARE SHOWN THUS:-———-XX-———- O ,?\ EPS - T HOLE \ T+ TOTAL 2,145 sq. ft. 16.5Y F.FL- FIRST FLOOR 011-5 GEL- GARAGE FLOOR \ - TB - TOP OF BULKHEAD \ _ - O \ B B - BOTTOM OF BULKHEAD ALL TW.- BOTTOM a WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO176 H 20NE . BASE FLOOD ZONE XE AREAS DETERMINED ELEVATIONS NBE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN cs'c x \ x3.2 ` p -^� )�O�/ -\ 13-3\ 73 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. TYPICAL STORMWATER UNIT 1 TANK; 5' LIQUID DEPTH, 8' DIA. (TOPS TO BE TRAFFIC BEARING) MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. � (NOT TO SCALE) 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP ux \ �� Q �( \ a, !- f M° q CAST IRON INLET FRAME h COVER(FLOCKHART 863518 TWE 6840) \ dpi d \ / \ °D�° \ '� FINISHED CRAOE OR 6•THICK REINFORCED CONC COVER �__� PROPOSED FUTURE SOY. EXPANSION GALLEY 8' C BEAPoNG SUB1'-0• O 1�-3 , x \ 4' r1� \� (T°�j ® PROPOSED 8.5' LONG x 4.75' WIDE x 4' DEEP LEACHING GALLEY PIPE FROM ROOF GLITTERS a \\! e'-a• O PROPOSED 1,500 GALLON SEPTIC TANK <,^ O y r �$oP•yy 4 A SRN \� \ \ CRUSHED -1-1/2•STONE 4. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. O mL�P� ° k cgap.G.S \ 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 2y �.Zx Id. ys \ \ o LEACHING RINGS OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. O S ` Y- j�Z 0 �,0 ,,�,5 1r'� •D RDNFORCED PRECAST CMC 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION V' FfS 4000 P51 0 28 DAYS ?o O ,,,_ �'o. -0� 4• BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. O,r,`'��•O /' \ �Oy\yc^ \ N° °may nr° 7 - 0 ,��v, / j a \ p 65 < D/F �Eg �s°�qy - E Bldg Dept copy from ZBA yV✓� .b I W , ,, `" N/� S�a19E �.P�� GROUND WATER Final re�lewed d�Q�u ments ���o o S O .og 50 c�(,gPE S NG�PCER V�9���, ZBA File# �a`t� vs<�Cz z o LS, 5 1 o�,E \c o°° Date:o�/ e DRAINAGE SYSTEM CALCULATIONS ROOF AREA 1,960 sq. ft. W 's 1,960 ft. % 0.17 = 334 cu f}. y y s sq' PREPARED IN C +IMl7R1� 334 cu. ft / 42.2 = 7 9 vertical ft. of 8' dia. leaching pool required STANDARDS H '^ PROVIDE (2) 8' d1a. X 4' high STORM DRAIN POOLS BY THEl- � \\ SSEEJJ !, �j0< I DRIVEWAY AREA• 1,000 sq. ft. TITLE SU SOCIA 1,000 sq. ft. % 0.17 = 170 cu ft. O O I 170 cu ft. / 42.2 = 4.0 vertical ft. of 8' dia. leaching pool required \ 0 PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL WITH OPEN GRATE I PROPOSED 8' DIA % 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:( }----- IPROPOSED SEPTIC SYSTEM DETAIL PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS:`4 HOUSE (NOT TO SCALE) ELEV 14.0' FINISHED GRADE FINISH GRADE ELEV 12 8' ELEV 11 5' , 24'dio LOCKING,WATERTIGHT h INSECT PROOF PRECAST REINFORCED CONCRETE COVER ! CAST IRON COVER TO GRADE BURIED 1'DEEP min 2'DEEP mex TEST HOLE DATA TOP EL 11 8' 1' MIN TOP EL 10 5' V MIN PROVIDED BY OTHERS Y Lic. No 50467 8• MIN. 4'DIA 6 APPROVED PIPE TANK APPROVED PIPE LEACHING LEACHING T 3' CLEAN t1 a. UNAUTHORIZED ALTERATION TI ADDITION GALLEY GALLEY +�_ SAND TOP SOIL SE THIS SURVEY IS A VIOLATION OF INV. EL SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin III min PRCH 1/4"/1' INV. in in PITCH 1/8'/1' o 0 1 COLLAR os' EDUCATION LAW- 11 1' EL 10 B'-- INV INV EL 9 7' B• - 103, 5 SANDY LOAM h GRAVEL COPIES D THIS SURVEY MAP NOT BEARING -------------- -_ �Z A> ------ I---- a--D----- Z u �HIGHEST EV 6' 25' GROUND WATER 2 5' MBO SED SEASURVEYOR'S SHALL INKED NOT BE CONSIDERED Land Surveyor e _ � THE TO BE A VAUD TRUE COPY SEPTIC TANK (1) BOT EL 46' BOT. EL 60' GROUND WATER SAND&GRAVEL CERTIFICATIONS INDICATED HEREON SHALL RUN / ONLY TO THE PERSON FOR WHOM THE SURVEY ELEV. -03' EL 26' HIGHEST EXPECTED GROUND WATER IS PREPARED,AND ON HIS BEHALF TO THE Successor To. Stanley J. Isaksen, Jr. LS 1 MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS `` ------ -87' 1'ABOVE AVERAGE HIGH WATER MARK TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A In a no LS 1 TANK,S'DIA, 6'HIGH(5•EFFECTIVE DEPTH) LEACHING GALLEYS (4) t, HIGH WATER ELEVATION 16' p 9 9 EL-a 3' 11 s. LENDING INSTITUTION LISTED HEREON, AND 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS 7 MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA.I TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site PIORS - Construction Loyout 3 WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4' 4 GALLEYS,4'DEEP.(85'x 475•) y,p7ER IN TUITION CERTIFICATIONS ARE NOT TRANSFERABLE ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPUED FORCE OF 300 psf 2 LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE; CR EQUAL) SANG de GRAVEL 4 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT LEACHING STRUCTURES,SOLID DOMES AND/OR SLABS ( PHONE (631)727-2090 Fax (631)727-1727 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX TOLERANCE OF±1/47 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL) t4' THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL p p 70'min DISTANCE BEIYlEEN LEACHING GALLEYS AND WATER UNE SHALL BE MAINTAINED AND/OR EASEMENTS OF RECORD, IF 6 A 10'mIn DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED 5 AN 8'm,n DISTANCE BETWEEN ALLLEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 38-042-i -- SURVEY OF PROPERTY 5CPTIG DETAIL rnoMGM SITUATE: EAST OF THE not to Seale OVELLILG VILLAGE OF GREENPORT opp4Ca TONN OF SOUTHOLD SUFFOLK COUNTY,NY eURVEYE � Iipnnmos"iz,-i' '" ' i•%�„+'o ]io nmIiiii<`perrLI c„5- aE� oLG D03DWELLIN 'WITHPL3IGa..,,e' AMENDED 061-3104--q8B 911 11 L ---o µ\9WAICE 8 I .tee°ai] 0 yAP 10-2T-q8 i 5UFFOLK COUNTY TAX# 1 :on�rA— 1000-35-4-20 I EL-1 0 ------ _ —_— yl st10noW�de p�_`a CERTIFIED TO. 1 5TEPHEN J.FITZPATRICK RENEE PONGET FTZPATRGK ; COMMONWEALTH LAND TITLE { INSURANNGE GOMAPNY Teat Hole -.0 —� \AO• \ exe t\,PT (not to scale) �a21_� O O VACANT NOTES. j 0 0, `2 I+ I r 0 91 40� �' ^` ■ MONUMENT FOUND - v O PIPE POUND FENCE ' tea\//� REFERENCE DEED. L 11833 GP 548 2 5 da,mod°Jno .o - •� \ AREA= 13,-78q(0.32 AW TO TIE LINE 't ELEVATION5 REFER TO M5L NGVD'2q ` /f \ 6 L o� r S�' � 5e al +!'� \��,f \ 2,, �- PraP°�•+ay 3 Lot Goverages a ��� Total Area = 13,78,q sf —r \ by �/� �� �oy°y Upland Area = 12,3-18 sf Proposed DWellin = 1,150 sf or 14% LN Coverage 3- \o Ground I' °' 'fii \ \\ � & �� Q� Flood Zone Limits taken From O FIRM Flood Insurance Rate 2CMe(\ o. Map Panel # 1-16 of 1026 eJ \ °F soya V \ \r\/• t�' e p ,.,..,°°..... . ..... ........ / i rGe�hay �0 (\O 0F NE a� G ) .. �c �0 <�G" C•EHE l- " ° P,G ��\Lh \"c' hE y obtained c^ 3-16-q8 at High Tide OO spry µp.60202 y. P Y 5 LIC NO 50202 GRAPHIC SCALE 1••= 30' JOHN C. A URVEYOR 6 EAST M RIVERHEAO,N.Y 11901 RErERENCE A 98-0123 - -- - 369-8288 Fax 369-8287 r Ln �� GG Jyft 00) � X 11.7 0° / Cp �7-1 •�C�. 0kN 1114 \�L OR 1 75 oNE\ HOLE 77/� ego, •...•.•.•. � .; '• '.� w. q�j Z bF o 9 .y ° 1 \ a !y \\ 9 °tipAft 16 Ilk 4.7X vs- S s y r' o ti D Ay " " SES _ o r<'Yn�, r �S� �°IgA JP�o� "yr,ip `Ls o 1 0 - y - I TYPICAL STORMWATER UNIT (TOPS TO BE TRAFFIC BEARING) (NOT TO SCALE) GST IRON INLET FRAME&COVER(FLOCKI FINISHED GRADE OR 6'THICK REINFORCED CONC.COVER 8'T C SEW SLAB max.) mm�.) 8'-0' ~ LEACHING RINGS REINFORCED PRECAST CONC. 4000 PSI 0 28 DAYS 3.-0• (mM.) 4• (min) c .E. GROUND WATER DRd1NAGE SYSTEM CALCULATIONS' ROOF AREA: 1,960 sq. ft. 1,960 sq. ft. X 0.17 = 334 cu. ft. 334 cu. ft. / 42.2 = 7.9 vertical ft, of 8' dia. PROVIDE (2) 8' dia. X 4' high STORM DRAIN PO DRIVEWAY AREA: 1,000 sq. ft. 1,000 sq. ft. X 0.17 = 170 cu. it. 170 cu. it. / 42.2 = 4.0 vertical ft. of 8' dia PROVIDE (1) 8' dia. X 4' high STORM DRAIN'P8 PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN I UYY IV Ur JUU I r1ULU SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-35-04-28.36 SCALE 1"=30' FEBRUARY 22, 2018 LOT COVERAGE OVER LOT AREA LANDWARD OF BULKHEAD 20,120 s= LOT AREA LANDWARD OF BULKHEAD = 12,982 TOTAL AREA q. ft. 0.462 ac. DESCRIPTION AREA % LOT COVERAGE w: HOUSE W/PORCH 1,960 sq. ft. 15.1% DECK/PORCH 160 sq. ft. 1.2% NOTES, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM OUTSIDE SHOWER 25 sq. ft. 0.2% EXISTING ELEVATIONS ARE SHOWN THUS: MX EXISTING CONTOUR LINES ARE SHOWN THUS:-- - - TOTAL 2,145 sq. ft. 16.5% F.FL.- FIRST FLOOR G.FL- GARAGE FLOOR T.B. - TOP OF BULKHEAD B.B.- BOTTOM OF BULKHEAD T.W. - TOP OF WALL B.W.- BOTTOM OF WALL s 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO176 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 5' LIQUID DEPTH, 8' DIA. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. TEST HOLE DATA 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP PROVIDED BY OTHERS r__ EL. tt.5' L__J PROPOSED FUTURE 50% EXPANSION GALLEY o' TOP SOIL ® PROPOSED 8.5' LONG x 4.75' WIDE x 4' DEEP LEACHING GALLEY 0.5' .. SANDY LOAM &GRAVEL O PROPOSED 1,500 GALLON SEPTIC TANK O 2.5' 4. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. SAND &GRAVEL S. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. EL 2.6' HIGHEST EAVERAGE XPECTED GROUND WATER 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION 8.7' HIGH WWA EREELLVATIONNI 1.6' BY TER MARK BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. / WATER IN SAND!t GRAVEL 14' PROPOSED SEPTIC SYSTEM DETAIL HOUSE (NOT TO SCALE) ELEV. 14.0' FINISHED GRADE FINISH GRADE _ ELEV. 12.8ELEV. 11.5' 24-dia. LOCKING, WATERTIGHT & INSECT PROOF PRECAST REINFORCED CONCRETE COVER CAST RtON COVER TO GRADE BURIED 1' DEEP min. 2' DEEP max. / -T0�EL. 11.8'.. _-- B^pt t; ` Top"EC - SEPTIC MIN. 4' DIA. 6" APPROVED PIPE TANK APPROVED PIP LEACHING T 3' CLEAN INV. EL min. PITCH 1/4'/1' INV. .n min. PfiCH 1/8'/1' GALLEY G DEFY ? SAND 11'1' EL 10.8' COLLAR F1 INV. EL INV. LL. - - -=--- _ - -- - - - 10.3'_ - HIGHEST EXPECTED GROUND WATER SEPTIC TANK (1) BOT. EL: 4.6' Z BOT. EL 6.0' GROUND WATER ELEV. -0,3' 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 8' DIA, 6' HIGH (5' EFFECTIVE DEPTH) LEACHING GALLEYS (4) 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4". 4 GALLEYS; 4' DEEP, (8.Vx 4.75') ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psi. p, LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK S WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF f1/47 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER UNE SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTI: TANK AND 'HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED, YPE 8840) )OF CURERS PREPARED IN ACCORDANCE WITH THE MINIMUM -1-I/2.STONE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LI.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. N.Y.S. Lic. No. 51 rg. sool wired UNAUTHORIZED ALTERATION OR ADDITION 141 TO THIS SURVEY IS A VIOLATION OF ,� SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin 71 EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING v pool required THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor 'EN GRATE TO BBE SA VALID TRSEAL UE COPY.NOT BE CONSIDERED 4RE SHOWN THUS: `::::;::r---- CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY DRIVEWAY ARE SHOWN THUS:�.:S7;•I IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Isaksen, Jr.INSTITUTION A. In a h LENDING INSTInn L.S. ION LISTED HEREON, AND 9 9 TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction La o, TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y,,v PHONE (631)727-2090 Fax (631)727-1727 10 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS.)- AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box -16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 1,1! 1 "' %' Va SURVEY OF PROPERTY AD �g�y oco SITUATE AIN g0 25) GREENPORT M Rte. �,. s o N DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 1,960 sq. ft. TOWN OF SOUTHOLD 1,960 sq. ft. X 0.17 = 334 cu. ft. 334 cu. ft. / 42.2 = 7.9 vertical ft. of 8' Clio. leaching pool required S U F F 0 LK COUNTY, NEW YORK O O PROVIDE (2) 8• dia. X 4' high STORM DRAIN POOLS Z o r v DRIVEWAY AREA: 1,000 sq. ft. S.C. TAX N0. 1000-35-04-28.36 G Rs !\ 1,000 sq. ft. X 0.17 = 170 cu. ft. ,1 ��\\\N i' \ �1 J' 170 cu. ft. / 42.2 = 4.0 vertical ft. of B' dia. leaching pool required SCALE 1 =30 'D g\-\G 1 \ n> PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL WITH OPEN GRATE e� FEBRUARY 22, 2018 PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: JUNE 10, 2019 S.C.D.H.S. APPLICATION �ZNSJULY 2, 2019 REVIS PROP. SEPTIC SYS. LOCATION G 1 F, 7 SEPTEMBER 4, 2019 REVISE PROP. SEPTIC SYS. OPy x 1T.7 �, I! PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: 10 � SEPTEMBER 30, 2019 STORMWATER 0 ��,IE� �` i X ,6 i2.4\ TOTAL AREA = 20,120 sq. ft. -� �K I / 71.E 9 'fie \"� 0.462 ac. 111-9 oveQty -P lk1v)aG�PtER L // / X11f'>�°° �,��ct �' TEST KOLE DATA 5 Qvg\? /� o>_01 FROM PREVIOUS SURVEY DATED 03/16/98 NOTES: \Orr EL. 11.5 0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM o /� , \ J xx� \0Va TOP SOIL EXISTING ELEVATIONS ARE SHOWN THUS: xx.x O o.5' EXISTING CONTOUR LINES ARE SHOWN THUS:- -- ---(X-- --- y \ \ I N F.FL.- FIRST FLOOR a� O �P6 \ \ C r \ , SANDY LOAM & GRAVEL OL G.FL.- GARAGE FLOOR KHEAD C' C-- C� JP\ \\ \ 0 BFLN \AN\ \ �.�� mX X \� Jx- 9tli� tieGE� 2.5' B.B. - BOTTOM OFLBU BULKHEAD G•�O ' IT.W. - TOP OF WALL _ B.W.- BOTTOM OF WALL E 5. ` \ (;,I SAND & GRAVEL SW � \ 9 5 \P` �TONE EPS 2. FLOOD ZONE INFORMATION TAKEN FROM: O 5TH TEST HO �1 ` \ O EL 2.6' -----_ HIGHEST EXPECTED GROUND WATER FLOOD INSURANCE RATE MAP No. 3610300176 H 11.5 ) -8.7' 1' ABOVE AVERAGE HIGH WATER MARK V1 HIGH WATER ELEVATION 1.6' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED oc1` L. -0.3' 11.6• ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. .p 3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. ry i�: :.:!::.::.;:,':.':: ,1 WATER IN / _ Z \ \ 1 0 1 .5 �'': '• v :-� �' �+ L SAND & GRAVEL SIN FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. 6� e oN ::.::.::...'' .:: \ ��;.�:. � 14' MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. �: v \'�` 2a 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP o l Tp\ s'....o::.... �ctic 58.9 •� ` PROPOSED FUTURE 50% EXPANSION GALLEY �w L__J \ f O Co A3 x�2 O X711 \ ® PROPOSED 8.5' LONG x 4.75' WIDE x 4' DEEP LEACHING GALLEY Z r \ Ooo PROPOSED FUJI CLEAN CEN-7 y TREATMENT SYSTEM Vo NG. \ 4. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. 7� °� \ \� 1G5 \ �'�'AlO \a �A 10 VMNSUMs�SOWTS SYSTEM TEM NOTES)APACITIES R 5 BEDROOM HOUSE IS 550 GPD. 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. P '��\ USE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION x 2. A 1OFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. Oooh Sftioy� \ boy \) \ 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 A Fa �, \u \ ARTICLE VII WITH ENDORSEMENT J. LOT COVERAGE OVER LOT AREA LANDWARD OF BULKHEAD G 1 \ \ '0 5. I/AAR SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN \ ACCORDANCE TO ARTICLE 19. LOT AREA LANDWARD OF BULKHEAD = 12,982 i 4r yP, \\ `c 0 6. OWNER SHALL EXECUTED 0&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER F�y r " ARTICLE 19. Oyy� \ ?y X10 0•\ a Z o�� �v9s� gOAD) 7. VENT I/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 DESCRIPTION AREA % LOT COVERAGE otiJ+o V� jE INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW �0"`'� 0 / \ �`� \ y�r�tir Apg1VA OR DOOR. HOUSE W/PORCH 1,960 sq. ft. 15.1% 9� O O \ g p f a tiFooG \ B. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE r0 6 65 OyGyQ 94n �tp��</ SYSTEM LOCATION. DECK PORCH 160 sq. ft. 1.2% V r a \. o r o y 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. DECK/ PORCH 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM nye o, t GI �'j E� pyo REACHING THE CONTROL PANEL. OUTSIDE SHOWER 25 sq. ft. 0.2% yam, ,b W �� J ES s�t.(9 ��Lp 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL �a C'7 ,'y O els e �O C�ARAI��,5O�x.4001 �osG o �'/ 12.OCCUPANTS AND FOPERATRESIDENCE ACTIVATE AUDIBLE AND SCOM ONENT5SERVED. SHALLUAL ALARMS THAT CABE ACCESSIBLE N BE READILY SAND SERVICEABLEEN AND DE BFROM TOTAL 2,1 45 sq. ft. 1 6.57: �'?U1��n� OQ�6V r`?�9�G ACCESS OPENINGS. 0'� vI �� 24•p COMPONENTS THIS ACCESS ONLY y PROPOSED SEPTIC SYSTEM DETAIL O � \ 20'0 HDPE SECURE HEAVY COVER BY POLYLOC G'n 20• SAFTY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) HOUSE FINISHED GRADE FINISH GRADE v4l�0 ELEV. 14.5• ELEV. 12.0' ELEV. 12.0 PRECAST REINFORCED CONCRETE COVER CLEANOUT OG MIN. 4" dia. TOP EL. 10.5' BURIED 7�D'EP MIN. 2' DEEP maz. Z G C APPROVED PIPE MIN' 4' DIA, \CN P I APPROVED plp LEACHING L CHING T 8" 3' CLEAN *K\ \C1 3\ INV. PITCHED 1/4•INV'ERTI/A OWATS TANK o, min. PITCH_1 /1• GALLEY GALLEY - SAND O 0 1 FUJI CLEAN CEN-7 INVERT 0 0 COLLAR �QJ ELEV. 11.0' (TREATMENT SYSTEM ELEV. 10.8• INV. EL. 9.7' q . }. 8,2' Zn, HIGHEST EXPECTED GROUND WATER :- ------------------ --- ------------------ ------------- ---�ELEV. 2.6' 50'MIN. BOT. EL 5.9' BOT. EL. 6.0' GROUND WATER OR TO BE SUFFICIENT TO KEEP SEDIMENT ON SITE LEACHING GALLEYS 4 ELEV. -0.3' STEEL OR WOOD FUJI CLEAN CEN-7 HAY BALES AND/OR TREATMENT SYSTEM 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. EXTRA STRENGTH FILTER FABRIC POST (NP.) SILT FENCING 4 GALLEYS; 4' DEEP, (8.5'x 4.75') 36" HIGH POLE (MAX.) < 5 BEDROOM HOUSE, SINGLE FAMILY DWELLING a 550 GALLONS PER DAY STORMWATER MANAGEMENT NOTES: REO'D. WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST LL USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM - 700 GALLONS PER DAY 2. LEACHING STRUCTURES. ARE S ID CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 10' MAX. O.C. SPACING a LEACHING STRUCTURES, SOLID DOMES AND/OR ORC SLABS. 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION W/WIRE SUPPORT FENCE FLOW w I 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE R E SHA. !- w 4.A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING 6' MAX. O.C. SPACING o any --- 5.AN e' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. w/o WIRE SUPPORT FENCE 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, � - 0 A CONTINUOUS LINE LL SILT SCREEN MAXIMUM OPENING OF R I 8 U.S. SIEVE X20) SHALL BE STAKED AT THE LIMIT OF CLEARING '' 1 •�'••.�--' i\\%\\ LAY,AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. \\\THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED ASATTACH FILTER FABRIC SECURELY `� OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL TO UPSTREAM SIDE OF POST N r I HAY BALES AND/OR PREPARED IN ACCORDANCE WITH THE MINIMUM 4' X 6"TRENCH SILT FENCING STANDARDS FOR TITLE SURVEYS AS ESTABLISHED DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS /\\ \\ TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE \ ' •\ / W/ COMPACTED BACK ILL BY THE L.I.A.L.S. AND APPROVED AND ADOPTED SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE ///////\ °s' ��//�`//� PLAN VIEW FOR SUCH USE BY THE NEW YORK STATE LAND �\\ \�\�\\r � SILT FENCE DETAILS TITLE ASSOCIATION. SCREEN IS REMOVED. NOT To SOALE 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, TRENCH DETAIL A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL NOTES; SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) ' BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER I ROAD EXIST NG GRADE SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED �\��� ^h�' SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW HAY fl4LE5 AND/OR �2 bra � 4 OFF-SITE TRANSPORT. SILT FENCING Y. NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED CONSTRUCTION FdJTRANCE HOSE OF AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE' COMPACTED 3/4 STONE BLEND TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S.D.O.T.APPROVED R.CA OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES REGRADING a VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18'MIN.ABOVE EXISTING SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE To ALLOW FOR DRAINAGE UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION 4 :�•r,A 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT ! 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH TEMPORARY CONSTRUCTION ENTRANCE 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. (NOT TO SCALE) ON THE PROPOSED RESIDENCE. AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS N.Y.S. Li C. No. 50467 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. STABILIZE ENTIRE PILE ° w'a 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS UNAUTHORIZED ALTERATION TYPICAL STORMWATER UNIT \ a;:• .S,rfi OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF A FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. WITH VEGETATION OR COVER v (TOPS TO BE TRAFFIC BEARING) L4, TO THIS SURVEY IS A VIOLATION ADDITION ON OF -�,_•_.= (NOT TO SCALE) SECTION 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE µ 11, " �, �, y N LA OF THE NEW YORK STATE Nathan Taft Corwin III SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW CAST IRON INLET FRAME B COVER(FLOCKHART/83578 TYPE 6840) EDUCATION LAW. FINISHED GRADE OR 6•THICK REINFORCm CONIC.COVER IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF y v .v y ✓ t'-0• COPIES OF THIS SURVEY MAP NOT BEARING FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, e• c BEARING sue (maz) WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO PIPE FROM ROOF GUTTERS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING .v 14, w e'-o• PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION CERTIFICATIONS INDICATED HEREON SHALL RUN AND GROWTH. L y 14, w \Y < CRUSHED 3/4•- 1-1/2•STONE ONLY TO THE PERSON FOR WHOM THE SURVEY 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA ALL AROUND IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. t w W �• TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER •� LEACHING RINGS LENDING INSTITUTION LISTED HEREON, AND THAN 1 SQUARE FOOT IN SIZE. REINFORCED PRECAST CONIC. TO THE ASSIGNEES OF THE LENDING INSTI- 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 3'-0" 4DOo PSI o 28 DAYS 3'-0• TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction Layout SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF (m1n.) 4• (min.) OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO PHONE (631)727-2090 Fax (631)727-1727 THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, STRAW BALES OR SILT FENCE OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR SOIL STOCKPILE THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (NOT TO SCALE) �'E AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 GROUND WATER ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SITUATE g GREENPORT N yI5 Rte. 25� �P $ N DRAINAGE SYSTEM CALCULATIONS: Cccs� �' TOWN OF SOUTHOLD 00 y o a� ROOF AREA: 1,960 sq. ft. 1,960 sq. ft. X 0.17 = 334 °t. ft. SUFFOLK COUNTY, NEW YORK c�� AGF 334 cu. ft. / 42.2 = 7.9 vertical ft. of 8' dia. leaching pool required ����,� PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS v DRIVEWAY AREA: 1,000 sq. ft. S.C. TAX NO. 1000-35-04-28.36 G R s 1,000 sq. ft. X 0.17 = 170 cu. ft. » > S QO\\�� I 170 cu. ft. / 42.2 = 4.0 vertical ft. of B' dia. leaching pool required SCALE 1 =30 PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL WITH OPEN GRATE FEBRUARY 22, 2018 PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: JUNE 10, 2019 S.C.D.H.S. APPLICATION GIOS LA JULY 2, 2019 REVIS PROP. SEPTIC SYS. LOCATION �''-`! SEPTEMBER 4, 2019 REVISE PROP. SEPTIC SYS. V SO P( x LU 7 - x Il PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: l 4 7 SEPTEMBER 30, 2019 STORMWATER o Npw �,1 •�> i x ''6 , 12.4\ dt+ TOTAL AREA = 20,120 sq. ft. Gam' F P-\00 0.462 cc. wt�it I �e9 �� G R J 6 0o i / Q 045"a�y 3A 1,, f1P�� \ �J �\�, y>�a ,cP10 taEV'�o" TEST HOLE DATA �a fPp �3\ ti FROM PREVIOUS SURVEY DATED 03/16/98 NOTES: +0d� 0• 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM TOP SOIL EXISTING ELEVATIONS ARE SHOWN THUS: xxx x 10.5 \ \ Ell s \O� °'' EXISTING CONTOUR LINES ARE SHOWN THUS: \ \ I ' d� \ ,ZSANDY LOAM & GRAVEL OL F.FL.- FIRST FLOOR Y1J\ \ \6ROY�NAN\ \ �� > mx x \'� ^ 1\GN T.B. - GARAGE FLOOR 9 N O 6 \ B� Np ON p. \ t t!i V1A1'' rc 2 5' B.B. - BOTTOM OFBULKHEAD Z' a \ s�Sp �� `'.'s C,�at� •W T.W. - TOP OF WALL - B.W.- '� 5• ONE G> BOTTOM OF WALL C SAND & GRAVEL SW i-LEPs TEST HO 1, \ 2. FLOOD ZONE INFORMATION TAKEN FROM: a+ HIGHEST EXPECTED GROUND WATER 11.5 O EL 2.6' ------ -87• 1' ABOVE AVERAGE HIGH WATER MARK FLOOD INSURANCE RATE MAP No. 3610300176 H HIGH WATER ELEVATION 1.6' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED EL. -0.3 ' 11.8' ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. '`L� �� �� x \ \ gy �� d ..� :�: :`':::' z WATER IN 3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. GJ c SAND & GRAVEL sw FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. N kn \ s ....:.:. 9 `\ \o o. •. •. :Pr �1 �� Z� 14' MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft 51DEWALL AREA. U x S \ :'.�"::::'.:� 4 LEACHING GALLEYS; 8.5' LONG, 4,75' WIDE, 4' DEEP r \ 5..... oo�?o ;..... �:: __ % r \` PROPOSED FUTURE 50% EXPANSION GALLEY \ F Q A3 X� ypp. :.\ +��...r...... `' \ :. y �; ® PROPOSED 8.5' LONG x 4.75' WIDE x 4' DEEP LEACHING GALLEY PROPOSED FUJI CLEAN CEN-7 TREATMENT SYSTEM bC'O�� ro \ � 7� p '::: :::;:;:. GE 0 � 4. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. hp ' Q \ \\ \ nQ \l LA I/A OWTS SYSTEM - (NOTES) 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD (� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Z,Q � a 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. �5. x se` \ 1Q.5 �T$• USE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION Ly \ oy�h9I �v 2. A LOFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. 4�� / \\ 4 IN IALEEVII MUST WITH ENDO SEMENT JT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 0 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN LOT COVERAGE OVER LOT AREA LANDWARD OF BULKHEAD d 7 \ ACCORDANCE TO ARTICLE 19. �9�, ` �G A 10 6. OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER LOT AREA LANDWARD OF BULKHEAD = 12,982 y / \ `may` r6pZ �'ys' �\CP �OD ARTICLE 19. DESCRIPTION AREA % LOT COVERAGE y ��'O O\ Nye 0. ROA 7. VENT 1/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 TF' INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW �0,`' O o\ �y\ti� \ No C,0, �p'/ g1�A OR DOOR, HOUSE W/PORCH 1,960 sq. ft. 15.1% i \ 3 0 f a FyVooG \p 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE CT n o / r' \ V\�?' oyGy fit^ �Fp�� SYSTEM LOCATION. 01, 6g. o R �oyy� 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. DECK/PORCH 160 sq. ft. 1.2Y. J any < F DE s Ay 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM k y J a, oI ISY ER PCL REACHING THE CONTROL PANEL. OUTSIDE SHOWER 25 sq. ft. o.2Y. S✓/ I,5 s�t�� �s��p 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL .e`er' ►moi O O G �GJ! / ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY ova o "s 'Gj *ARL E \N �E 9 fl� OCCUPANTS OF -' E RES,Du.CE CCRVEO. TOTAL 2,145 sq. ft. 16.SY. y s, Og Ch 1A��IEV JG�P �psG�p 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM pa \ c r ACCESS OPENINGS. 5 V 24"e COMPONENTS THIS ACCESS ONLY s PROPOSED SEPTIC SYSTEM DETAIL a \ G� 20'0 HDPE SECURE HEAVY COVER BY POLYLOC (NOT TO SCALE) 20" SAFTY SCREEN BY POLYLOC (TYP.) kj��0<� E FINISH GRADE HOUSE E .NEV1 DQE ELEV. ELEV. 12.0' CLEANOUTPRECAST REINFORCED CONCRETE COVER BURIED V DEEP min. 2' DEEP max. MN. 4"dia. `' '1 TOP ELDIA. . 10.5' 1' MIN. el, MIN.\�G pCF� APPROVED PIPE I APPROVED p p LEACHING L HING T 8" 3' CLEAN INVERT /A OWATS TANK P min. PITCH 1/8"/1' GALLEY GALLEY ? SAND N, INV. EL. PITCHED 1/4"/1' O 1 FUJI CLEAN CEN-7 INVERT o O 1 COLLAR S QJ ELEV. 11.0 I TREATMENT SYSTEM ELEV.1Q.B' I INV. EL. 9.7' 1� }� 8.2' Zn HIGHEST EXPECTED GROUND WATER ------------------ --- ------------------ ----------------- ELEV. 2.6' 50' MIN. BOT. EL. 5.9' BOT. EL. 6.0' GROUND WATER OR TO BE SUFFICIENT TOELEV. -0.3' KEEP SEDIMENT ON SITE LEACHING GALLEYS 4 STEEL OR WOOD FUJI CLEAN CEN-7 HAY BALES AND/ TREATMENT SYSTEM 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. EXTRA STRENGTH FILTER FABRIC POST (TMP') 36' HIGH POLE (MAX.) SILT FENCING 4 GALLEYS; 4' DEEP, (8.5'x 4.75') < 5 BEDROOM HOUSE, SINGLE FAMILY DWELLING = 550 GALLONS PER DAY STORMWATER MANAGEMENT NOTES: REO'D. wlrHour WIRE MESH SUPPORT STEEL OR WOOD POST USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM - 700 GALLONS PER DAY 2. LEACHING GALLEYS ARE TO ID CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 10' MAX. O.C. SPACING LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION W/WIRE SUPPORT FENCE FLOW 3. ALL COVERS SHALL BE ET PRECAST REINFORCED CONCRETE WATER LINE EQUAL). N I BE MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING 6' MAX. O.C. SPACINF �- �y 5. AN18' min. DIISTANCE BETWEEN ALL LIEACHNGNG LGALLEYS AND EYS AND SEPTIC TANK LSHALL BE T MAINTAINED. W/O WIRE SUPPORT FENCE AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. -- ---------------- 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, O �� o A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF •' U.S. SIEVE 20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS ATTACH FILTER FABRIC SECURELY /\ \�\/\\j�� OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL " To uasrREAM SIDE of Posr N \ 1 KAY BALES AND/OR PREPARED IN ACCORDANCE WITH THE MINIMUM DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS _ �\\ \\/ 4" x 6" TRENCH SILT FENCING STANDARDS FOR TITLE SURVEYS AS ESTABLISHED TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/ COMPACTED SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE ///�\/��//\\� '' /\///� BACKFILL BY THE L.I.USE AND APPROVED AND ADOPTED SCREEN IS REMOVED. \ SILT FENCE DETAILS PLAN VIEW FOR SUCH USE BY THE NEW YORK STATE LAND NGT TD scA_E TITLE ASSOCIATION. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, TRENCH DETAIL A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL (NOT TO SCALE) BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER I ROAD E%ISfING GRADE `ly\ tO �+").pc \ EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED r•� \I1`r 1 C 0 �•, SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW HAY BALES AND/OR O NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED OFF-SITE TRANSPORT. SILT FENCING CONSTRUCTION EfORANCE BASE OF j r � `Z• ' AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES. COMPACTED 3/4 STONE BLEND ay � I i OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S.D.O.T.APPROVED RCA SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL T° 1B"MIN.ABOVE EXISTING 4 rt.,•i - i GRADE TO ALLOW FOR DRAINAGE A TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT ._ 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH TEMPORARY CONSTRUCTION ENTRANCE 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. (NOT TO SCALE) h ON THE PROPOSED RESIDENCE. AND REQUIRED PERIOD OF USE. 2 -4;0-157 SLOPE 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SLOPE OR LESS ' N.Y.S. Lic. No. 50467 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS I ' `I i �i `� STABILIZE ENTIRE PILE TYPICAL STORMWATER UNIT OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF WITH VEGETATION OR COVER w •L W y UNAUTHORIZED ALTERATION TI ADDITION FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. (TOPS (N T TRAFFIC BEARING) TO THIS SURVEY IS A VIOLATION OF 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE w N y y v, y (NOT TO SCALE) SECTION 72LA OF THE NEW YORK STATE ■ SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW CASE IRON INLET FRAME s COVER(FLOCKRWT/63518 TYPE 6840) EDUCATION LAW. Nathan Taft Corwin "I IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINISHED GRADE OR 6"THICK REINFORCED GONG.COVER FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, y v � � w '-0" COPIES OF THIS SURVEY MAP NOT BEARING B"TRA C BEARING SLAB (max) THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE y, ,;, �, N;, �, .(, .(. .I, ,t, EMBOSSED SEAL SHALL NOT BE CONSIDERED VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO PIPE FROM ROOF GUTTERS TO BE A VALID TRUE COPY. TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING y, 11, \I/ y .i, .r 8•-a" PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION CERTIFICATIONS INDICATED HEREON SHALL RUN AND GROWTH. •Y L v Ji ONLY TO THE PERSON FOR WHOM THE SURVEY 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA CRUSHED 3/4"- 1-1/2'STONE ALL AROUND IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER J v 1 14, LEACHING RINGS LENDING INSTITUTION LISTED HEREON, AND p 9 g THAN 1 SQUARE FOOT IN SIZE. REINFORCED PRECAST CONIC. TO THE ASSIGNEES OF THE LENDING INSTI- 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 3,_0. 4GOD PSI o 28 DAYS 3'-0' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction Layout SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF (m n.) 4'- OF 'OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO PHONE (631)727-2090 Fax (631)727-1727 THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, STRAW BALES OR SILT FENCE OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR SOIL STOCKPILE THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (NOT TO SCALE) AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jomesport, New York 11947 Jamesport, New York 11947 GROUND WATER I 1 SURVEY OF PROPERTY -.0 PP, �� °o T SU1FFOL C COUNTY DE APTMIENI=OF aH- pAL P. S; r r SITUATE N YI5 Rte 25) 9�g� '�`•9 � m � a. a v����6.®� GREENPORT PEIRmrr F4R APPRvVAL,OF CONSTRUCT lor-4 1--ORA TOWN OF SOUTHOLD UI�aCL Fasi:>E Rw�i?�W; C � i .�, ,\ ,� I + SUFFOLK COUNTY, NEW YORK o,�E,Or'gkt�" s \ ,,., A c S.C. TAX No. 1000-35-04-28.36 JS�'Sp�F, �\ i SEP 2 4 2099 ,•1� SCALE 1"=a-0' F NE) ? "uATE -i. i. Rii- . t,, �1�'1(4—y d(p oZ �ST 05 LA ' I �- - FEBRUARY 22, 2018 C3S'JLCI H''iPPUI�EJ JUNE 10, 2019 S C D H S APPLICATION gZAS W °��PH x177_ �r I JULY 2, 2019 REVIS PROP SEPTIC SYS LOCATION fl�DwN NF�� / x / %\ 1a SEPTEMBER 4, 2019 REVISE PROP SEPTIC SYS FOR�JQ 6 AXIMUM OF X71161g L TOTAL AREA = 20,120 sq. ff. tF--1 s 7 . I 9 sROKo� ��' o I EXPIRES THREE YEARS FROP0 DATE Or APPROVAL 0.462 OL. Aop O�Je�YG.11P / xtf.g '0 �'°' C' O, \05 e / / / I p�P aX LP NOTES Z.1 // 1 \� �� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS.XX,X TYPICAL STORMWATER UNIT EXISTING CONTOUR LINES ARE SHOWN THUS:--- - ix----_ \ _ \ 'Z ra (TOPS TO BE TRAFFIC BEARING) FFL- FIRST FLOOR h / n�Njpil, JPS s\ \ Oey�OUNC 8°� `4N \ t 0 Yx x \z N 0 NOT TO SCALE TB GARAGE FLOOR BULKHEAD q zA 'r,\a, ( ) ( T B - TOP OF BULKHEAD \ OR CAST RTHICK REINFORCED EO CCOVOING R rLO KHART#63518 TYPE 6840) B B - BOTTOM OF BULKHEAD i:0 TONE\ I \ '�a t� n FINISHED GRADE 1•_D• B W- BOTTOM OFTIN - TOP OF WALL O FP\ STEPS \ .^^ .�-. 8•TRA C GEARING SLAB (max) \ TEST HO -1 I \ y� 2. FLOOD ZONE INFORMATION TAKEN FROM: z'0 PIPE FROM ROOF GUTTERS FLOOD INSURANCE RATE MAP No 36103CO176 H + r �o &�4 \ oo"F F01 'a"\ t. e'-o• ZONE AE BASE FLOOD ELEVATIONS DETERMINED ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0 2% ANNUAL CHANCE FLOODPLAIN 3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. CRUSHEDdi4 -1-1/2•STONE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD '�ary Y Au uNO N \ ioO 2 _dL2x sr T . o \ adF�Y Jy ARaMINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 0 o s °.y `v.� o. V LEACHING RINGS 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP x a REINFORCED PRECAST CONO �m f 1 13.3\ J•_O• 4000 PSI 0 28 DAYS 3'-0° F--1 a o�c O roe•\ (min) L__J PROPOSED FUTURE SOY. EXPANSION GALLEY x A3 � d >�'�� )� .� 4• PROPOSED 8.5' LONG x 475' WIDE x 4' DEEP LEACHING GALLEY ��o \ '� DQ -7 TREATMENT SYSTEM FUJI �. O GROUND WATER p ,� Y q, ,Z � — 4.A \ \ �F�° 4. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. �• C LSx0± 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD g�cy OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS ' p %� °- \ -ENGINEER'S p 8 CER-1 9 , �, � g��t 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION BV .BA�".•:��C2T o c3 4+aa 0.+.�inja a £„ 1,.J:o"LFe.�o BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES 9f".' .,, r>.n5'� c-_r.. <-.D y �fyF x F°� 2 ,rfll�\ \ Q�`UE935ovf f yP � £Fri..,,).. � 1&=a 5 �, A O '� 6 A 6 �:.-J'z�S RN A, �e� �Pe ii+`.}i n Moa �44E Nyy 1 � LOT COVERAGE OVER LOT AREA LANDWARD OF BULKHEAD p y OFF-p`05 5 a rp -',_ k, C?_ gee f'r`,i`` LOT AREA LANDWARD OF BULKHEAD = 12,982 F '•' N 21 \ w o. es i 1 c e� )A`'aca,..a t):`#i K. J.• D3 9,c-+ i+ . lsa d -es 9,.do\ y1,-f \s`via °hyJ+9py� t� Fi R' ® DESCRIPTION AREA X LOT COVERAGE d1yn���0� /' .�, A 0�A0 y� @ HOUSE W/PORCH 1,960 sq fr. 15.1% 0- "P a \ A65 9sP°G2 FOR (1BFe },k� a�,�i'Pd E� b-°�€'l�n� �`af yi ,i ^ ® O6'4 FINAL APP`bei� L. USE F YC�Td9�tJ t�•4�I-01;3® DECK/PORCH 160 sq. ft 1 2% E rn 0' NE5 SND 8 ;J,3oa OUTSIDE SHOWER 25 sq ft 0.2% avt<��C1 Z a �iS. 6�Og 0&AJA�o Jeac�P�FR 09�oc_9� TOTAL 2,145 sq. ff 165% �j J �5�5 p a��� DRAINAGE SYSTEM CALCULATIONS ROOF AREA 1,960 sq. ff y W 9a 1,960 sq. ff X 017 = 334 cu ff. ` c U'G i @ 334 cu ft / 42.2 = 7 9 vertical ff of 8' dia leaching pool required PREPARED INA ..TLE MINIMUM "n STANDARDS TITLEV AS ES ABLISHED aP T PROVIDE (2) 8' dla X 4' high STORM DRAIN POOLS BY THE y�LSSPW&D{(�{PR D AD TED ��� DRIVEWAY AREA. 1,000 sq. ft. TOR 5 - BTEA$ND 1,000 sq. ff X 017 = 170 cu. ff 0 0 170 cuSgO , ft / 42 2 = 4 0 vertical ff. of 8' dia. leaching pool required F C 1 PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL WITH OPEN GRATE PROPOSED 8' DIA X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS• 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL JZ�SQ PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS`C+y� 20.0 HDPE SECURE HEAVY COVER BY POLYLOC (NOT TO SCALE) F 20"SAFtt SCREEN BY POLYLOC(NP) HOUSE FINISHED GRADE ELEV 14.5' ELEV 12 0' FINISH GRADE ELEV 12 0' CLEANOUT BURIED 1'DEEP min IN a"d.° PRECAST REINFORCED CONCRETE COVER ' 2'DEEP maz TEST HOLE DATA �Y LIc No 50467 MIN 4"DIA FROM PRE TOP EL 70 5' f-1g MIN „ VIOUS SURVEY DATED 03/16/98 APPROVED PIPE gPPRO UNAUTHORIZED ALTERATION OR ADDITION INV EL PITCHED t/a"/ RT I/q OWATS TANK O1 mIn PITCH DI/8"/1' LGALLEYG LGALLEYG T SAND N 115 TOP SOIL TOA O THIS SURVEY IS A VIOLATION OF 71 3 SECTION 7209 OF THE NEW YORK STATE Nathan Orwin ��� ELEV VER FUJI CLEAN CEN-7 � INVERT o ° a COLLAR I as EDUCATION LAW TREATMENT SYSTEM ELEV tn.a' INV EL 9 7' � D I SANDY LOAM&GRAVEL OL COPIES OF THIS SURVEY MAP NOT BEARING T THE LAND SURVEYOR'S INKEDSEAL OR - ----------- —62'- -_- Izn?------------------- A z_--L�EL�E T EXPECTED GROUND'WATER ZS EMBOSSED VALDLTRUE SHALL NOT BE CONSIDERED Land Surveyor PY 1- SAND&GRAVEL SW CERTIFICATIONS INDICATED HEREON SHALL RUN BOT EL 59' BOT EL 60' ONLY TO THE PERSON FOR WHOM THE SURVEY GROUND WATER EL 26 HIGHEST EXPECTED GROUND WATER IS PREPARED, AND ON HIS BEHALF TO THE Successor To StanleyJ Isaksen, Jr L S LEACHING GALLEYS (41 GROUND -03' ------ -97' H ABOVE AVERAGE HIGH WATER MARK TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegn° LS FUJI CLEAN CEN-7 EL-03' HIGH WATER ELEVATION 1 6' LENDING INSTITUTION LISTED HEREON, AND TREATMENT SYSTEM 1 MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA 18, e TO THE ASSIGNEES OF THE LENDING INSTI- Title Survey - Subdivisions - Site Plans - Construction Layout R 1 4 GALLEYS. 4' DEEP, (8 5'x 4 75') Y Y 5 BEDROOM HOUSE,SINGLE FAMILY DWELLING-550 GALLONS PER DAY WATER IN MION CERTIFICATIONS ARE NOT TRANSFERABLE \ 'V USE (1)FUJI CLEAN CEN-7 TREATMENT SYSTEM-700 GALLONS PER DAY 2 LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) SAND&GRAVEL SW LEACHING STRUCTURES,SOLD DOMES AND/OR SLABS I PHONE (631)727-2090 FOX (631)727-1727 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL) 4 14' THE EXISTENCE RIGHT OF WAYS 4 A 10' min DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED AND/OR EASEMENTS S OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS 5 AN 8' min DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P 0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 A4 - i I/A OWTS SYSTEM - (NOTES 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD USE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD 2 A 1OFT MIN DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED 3 ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 2-1/2" VENTILATION PIPE ARTICLE VII WITH ENDORSEMENT J SCUM BAFFLE B CHAMBER Volume(gal) 5 I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN , '-2" Q Sedimentation Chamber 397 ACCORDANCE TO ARTICLE 19 '-11 " '-88" '-1" Q2 Anaerobic Filtration Chamber 396 6 OWNER SHALL EXECUTED 0&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER ARTICLE 19 Q3 Aerobic Contact Filtration Chamber 181 7 VENT I/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 ! ® Storage Chamber 90 INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW = ECIRCULATION Disinfection Chamber 6 OR DOOR / O x AIR LIFT PUMP 8 ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE ,-DISINFECTION Total Volume 1069 SYSTEM LOCATION CYLINDER(OPTIONAL) 9 PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS 4"INLET PIP \ \ 4"OUTLET PIPE SPECIFICATIONS 10 CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM REACHING THE CONTROL PANEL / l / / 4 1A Anaerobic Media PP/PE FillmgRate 32% 11 SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL 4'-8 S BoazdTypeAerobicMedia PVC/PP/PE FilhngRate17% ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY © Aerobic Media PVC/ Filling Rate 55% OCCUPANTS OF THE RESIDENCE SERVED // Blower 28cfm 12 AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OPENINGS a / / R LIFT Tank FRP INLET BAFFLL O AIR LIFT PUMP Piping PVC/PP/PE x Q Access Covers Plastic/Cast Iron ( Disinfectant(Optional) Chlorine Tablets IR INTAKE RECIRCULATION PIPE 4LOW BAFFLE FLOW OPENING(TYP (CLEANING OPENING) B PLAN VIEW ISINFECTION 4" MANHOLE =I VISUAL BEACON 18'• MANHOLE(TYP 18" MANHOLE(TYP 24" MANHOLE(TYP CYLINDER(OPTIONAL) ( SYSTEM CONTROULEW ALARM -tN NEAM 4X ENCLOSURE LOW OPENING HARDWIRE 20 AMP CONTROLLERFROMFWIM•ACSOR AIR BLOWER ^ OARD TYPE DEDICATED 20AMPHARDWIRE ARKERIN 11 " HOUSE Dyy�ER PANEL t5AMP COMPRESSED AIR LINE & CONTACT MEDIA BREAKER IN CONTROLLER TO OWTS INSULATED BLOWER GRADE ENCLOSURE ON PAD FOR LOCATION SEE X X CONTROL PANEL&BLOWER DETAIL NOTE 7 ON PLOT PLAN NTS OR LAYOUT LATION ® ASSSEMBSEMB LY O / 6'-0j" 3 INDOORS i OUTDOORS 3 CONTROL PANEL IN O / / \ AEROBIC MEDIA PROVIDE TWO HOUSE NEMA4XENCLOSURE OWTS CONTROL PANEL g, lF% 2aA,4P 81E POWER GROUND AERATION ASSEMBLY � +� ' OF i�gfD � CIRCI-P REAXER PANEL i UG tN HOUS POWER 21/T2.rt12G IN r� qq PANEL ' SCHEDULESCHEDULER • C f N ION 7 A msx ,na 'ti' s T `•',op SECTION A-A VIEW SECTION B-B VIEW DtttSSS��PTpptt�ttFL7cEPTAGLE ENCCTOSt�EOOF NOTES. ► 0 �'^�` D FUJI CLEAN CEN-7 TREATMENT SYSTEM 1.PROTECT ALLABOVE GRADE,AND a. BELOW GRADE,WIRING WITH PVC I CONOVPT,SCtL SC4 MIN. ONSITE WASTEWATER- TREATMENT SYSTEM E Si a 9VAlrA 3�+ Nathan Taft Corwin III ELECTRIC ONE LINE DIAGRAM Land Surveyor (NOT TO SCALE) Successor To Stanley J Isaksen, Jr LS Joseph A Ingegno L S Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P 0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 MALR eO. 2D) (N Y-S 1 SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD JAN Z 1 2020 SUFFOLK COUNTY, NEW YORK pF NE) S.C. TAX No. 1000-35-04-28.36 Oil 00 ilk 11-� I' a SCALE 1 "=30' q 9.o��P I I FEBRUARY 22, 2018 + NOw �,2 �� x� + r x12-4\ JUNE 10, 2019 S.C.D.H.S. APPLICATION �K X 6 1g I /g JULY 2, 2019 REVIS PROP. SEPTIC SYS. LOCATION �9 �O G\ SEPTEMBER 4, 2019 REVISE PROP. SEPTIC SYS. G R SEPTEMBER 30, 2019 STORMWATER J,O_r\,,O x11.8 �� E oN°jMaN NJANUARY 19, 2020 FOUNDATION LOCATION 12 O.0 ° TOTAL AREA = 20,120 sq. ft. x d NOTES: 0.462 ac. \ \ z \ \ I Ix 10.5 \1,Lq, \\ \\ f \O� o� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM G \ \ \ \ \.� \ .4 EXISTING ELEVATIONS ARE SHOWN THUS: AKX �aN o"o\ \°'r' \�� x z'�� EXISTING CONTOUR LINES ARE SHOWN THUS:—— —— -(X— —— —— o"� \ \9R0 A 2 \o. \ 11.3 11.4 \ 9 Yy� °��� VNG ON Fmk \\ \ x F.FL.— FIRST FLOOR p 0 \ U` G.FL.- GARAGE FLOOR TB. - TOP OF BULKHEAD 5. G < �TONE\ �� B.B. - BOTTOM OF BULKHEAD O rn \P\ SYEPS \ t0 0 d o.°. o. 171 T.W. - TOP OF WALL B.W.- BOTTOM OF WALL r 2. FLOOD ZONE INFORMATION TAKEN FROM: \ ­tn \ \ FLOOD INSURANCE RATE MAP No. 3610300176 H - 0 \ PO. X000 °' Z ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ` � \+ \x �►o X00 y�� °`0�, 351'Xj 1 5 ` \ 9 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. \ TF O O°p�0 x 4 l0 \ OGy A. \ cF-c � Ys a.�•�S i�\ � �y GZQ O -oy 11.4 -C: \ "o° o d tom. O � \ \ RPO\ \ 20 \ w o l..(/chr®1 / (J'k- 00 ° \ \ PREPARED IN ACCORDANCE WITH THE MINIMUM N C' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 'L / x �5 \ I\ p BY THE L.I.A.L.S. AND APPROVED AND-ADOPTED o A \ ✓ L`/o S. �NyFgJ1 \ FORESAUSCHOCUSE BY THE NEW YORK STATE LAND %�0'^` `� / \ HOZ\yRn \ Na o�P 4 o 3°p°'�� CTIA JLA o�`��� o9 �G o \ 6 e� N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin Iii ° TO THIS SURVEY IS A VIOLATION OF C) SECTION EDUCATION LAW. OF THE NEW YORK STATE Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING 'r THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY,-GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 i .MAI•N RSO 25) Fr :.;.;G�'wr:i`�',U'���'�.r-c.ih•',c\T C•}h1iE%iL14•o��Rvec�s SURVEY ®F ]PROPERTY (N.Y•S• A -0' .- ;,Ur =OCTED;t1l4'0�1"RKS :OR ASlN%GL i-: :IRZESI6JaE'NCi. SITUATE , 2020 s�.::.Re".No.�10-�Q- oo� a GREENPORT The sewage dis Deal and water supply facilities at this locationhave been TOWN OF S O U T H O L D inspected and/or ertiried by this Department or other,ag®®��d end to 'Oactory F0 SUFFOLK COUNTY, NEW YORK ata, � O', , ) S.C. TAX No. 1000-35-04-28.36 i1pSCALE 1 "=30' gZ5 w GGIN Grai Knepper, P.E., Chief FEBRUARY 22, 2018 0S0 A � ° + Of , e of ast water JUNE 10, 2019 S.C.D.H.S. APPLICATION (gN o� 1g JULY 2, 2019 REVISED PROP. SEPTIC SYS. LOCATION H 5O 1g6• SEPTEMBER 4, 2019 REVISE PROP. SEPTIC SYS. G M°� Ln SEPTEMBER 30, 2019 STORMWATER �oN JANUARY 19, 2020 FOUNDATION LOCATION SEPTEMBER 11, 2020 FINAL SURVEY TOTAL AREA = 20,120 sq. ft. u 0.462 ac. -z X21` N\� `!'� o ,"`�'� �� °o �'�,. m-' `yob, �G ��� �• O� � oo$� o-, ?i Z NOTES: °°N °F�°yo y °���o�\ ° oo •�' 9 `� 1. FLOOD ZONE INFORMATION TAKEN FROM: o�lyo F 0 o� p o�y y�N � 42yy FLOOD INSURANCE RATE MAP No. 36103CO176 H kP eo L M o°• Fs� o y a ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ?�oa�o �oCP Z0t �a ••• • _ 7� ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. y a \tin Vl C)) t-1 �.1 ,� ♦ so °' G� o �. ,y\�\ a Pi W a SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUS o n�i ��E�s �am. a .tl CORNER ❑A CORNER�B FUJI CLEAN CEN-7 TREATMENT SYSTEM INLET COVER 16' 20.5' 9i�°y � a • oN o FUJI CLEAN CEN-7 TREATMENT lipy `� r � �' 'cE oNc °`" ��_ SYSTEM OUTLET COVER 19' 24' �.. o \ cn d of C) a \ RooQ -.0 r �\p CLEAN OUT 13.3' 16' ,�F LEACHING GALLEY 24.5' 43' ti COVER 1 Sq ry o CA LEACHING GALLEY Z ss ,, COVER 2 25.5 37, doss' y 295 N2a�� ~ ?j�} x ,`+ LEACHING GALLEY . 0",�­es �y� COVER 3 , 33 LEACHING GALLEY COVER 4 34.5' 31' oI Z020 ' fas $ BIT, n.�F`.Tr , •,, . 'moo 7 <�n r , p9 (;,AN JAJ, <� UM TO THISORIZED SURVEY ALTERATION AA VIOLATION OF ION PREPARED STANDARDS I FOR TIITLEANCE SURVWITH THE EYS AS ESTABLISHED Nathan Taft Corwin i i i Pry �, SECTION 7209 OF THE NEW YORK STATE FOR SUCH USE gAND AP�Rg1(YD_AN�AADOPTED D 0 O EDUCATION LAW. �11VV G TITLE ASSOCIATION- o �� Land Surveyor °� 2i� COPIES OF THIS SURVEY MAP NOT BEARIIJG (tP� '�`�» 0 '� THE'LAND SURVEYOR'S INKED SEAL OR 0 -' In EMBOSSED SEAL SHALL NOT BE CONSIDERED �0 T l� TO BE A VALID TRUE COPY. J `: �,. r� CERTIFICATIONS INDICATED HEREON SHALL RUNIr Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY }} Joseph A. Ingegno L.S. � IS PREPARED, AND ON HIS BEHALF TO THE 11 /9 * ® TITLE COMPANY, GOVERNMENTAL AGENCY AND 1 t -' Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND }Y TO THE ASSIGNEES OF THE LENDING INSTI- 'i PHONE (631)727-2090 Fax (631)727-1727 v TUTION CERTIFICATIONS ARE NOT TRANSFERABLE. �� ] I THE EXISTENCE OF RIGHTS OF WAY +C`j� ~'146 -�� OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ( � 5��4 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 REScheck Software Version 4.6.4 Compliance Certificate Project GCG BAYBERRY RESIDENCE Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,146 ft2 Glazing Area 16% Climate Zone: 4 (5331 HDD) Permit Date- Permit Number: Construction Site: Owner/Agent: Designer/Contractor: WIGGINS LANE Charles Thomas Charles Thomas GREENPORT, NY GCG BAYBERRY Charles Thomas R.A. 206 Lincoln street PO Box 877 Riverhead, NY 11901 Jamesport, NY 11947 516 702 3519 631 727 7993 cdthomas63@aol.com cdthomas63@aol.com compliance- 7.1%Better Than Code Maximum UA• 450 Your UA• 418 Maximum SHGC- 0.40 Your SHGC 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value 1.1-Factor UA Perimeter Floor 1: All-Wood J oistfFruss:Over Unconditioned Space 1,382 21.0 0.0 0.044 61 Floor 2: All-Wood J oistfrruss:Over Unconditioned Space 400 38.0 0.0 0.026 10 Wall 1: Wood Frame, 16" o.c. 1,494 19.0 0.0 0.060 75 Window 1: Wood Frame.Double Pane with Low-E 225 0.310 70 SHGC. 0.29 Door 1: Solid 16 0.400 6 Wall 2: Wood Frame, 16" o.c. 1,440 19.0 0.0 0.060 71 Window 2: Wood Frame:Double Pane with Low-E 255 0.310 79 SHGC: 0.19 Ceiling 1: Flat Ceiling or Scissor Truss 1,764 49.0 0.0 0.026 46 Compliance Statement: The proposedbuil There is consistent with the building plans, specifications, and other calculations submitted with the permit ahMp tom, "[ding has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply ndatory is ' d in the RES ck Inspection Checklist. Name-Title Sig to Date Project Title: GCG BAYBERRY RESIDENM Report date: 10/05/19 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY GREENPORT.rck Page 1 of 9 + r REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified, Field Verified 4 Pre=Inspection1Plan.Revi6W - - Complies?` ; Commerits/Assumptions &�Req.ID '�.,. Value Value , 103.1, )Construction drawings and _ ` ❑Complies 103.2 !documentation demonstrate ❑Does Not [PR111 energy code compliance for the 16 ;building envelope.Thermal z __ ❑Not Observable envelope represented on , ,"ALINot Applicable r construction documents. M�7 103.1, ;Construction drawings and Complies 103.2, ;documentation demonstrate ' ❑Does Not 403.7 energy code compliance for _" ❑Not ; [PR3]1 ;lighting and mechanical systems. Observable ¢ �.� __ R. �� '� " . "" . N ;Systems serving multiple $� =r, ❑Not Applicable ;dwelling units must demonstratefai °p ;compliance with the IECC � r ' I Commercial Provisions. 111 302.1," j Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7. )sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR213' s lon loads calculated per ACCA ; Coaling: Cooling: Manual J or other methods Btu/hr 'Btu/hr ❑Not Observable approved by the code official. ;❑Not Applicable I 1 1 1 I a 1 I Additional Comments/Assumptions: 11 High Impact (Tier 1) r 2, Medium Impact(Tier 2) 1,�1,1 Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 10/05/19 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY GREENPORT.rck Page 2 of 9 . . ob A protective covering is installed to :L]Complies A, protect exposed exterior insulation UlDoes Not and extends a minimum of 6 in. below �1­11\lot Observable: :E]Not Applicable and ice-melting system controls;E]Compl i es :FlNot Observable: TINot Applicable AdditiooaUCmmumments/Assumnp0ons: , 11 High Impact(Tier 1) r,�,2fl Medium Impact(Tier 2) 1,3�,.J Low Impact(Tier 3) Project Title: GCGBAYBERRY RESIDENCE Report date: 18/05/10 Section _ ..w; 4 ;g. _ Frarvein R ��h=1 .0 "1Plans�l/eritied "Field Verified .Pga got ®ug n rispeetion Value V i` Complies_?_ _ '''C'®mrnents/Assumptions &a6teq:ID, " a ue s 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i ;❑Does Not ;table for values [FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values 402.3.3, i 402.3.6, ;❑Not Observable ; 402.5 UNot Applicable [FR2]1 E i i 3 i I i t 303.1.3 ;U-factors of fenestration productslT',""°=m X, ,r r° k ❑Complies FR4 1 are determined In accordance i '4 #}"T4k `"i *'' "4 17 3 [ ] „"'` .> v` a; ❑Does Not w. - !with the NFRC test procedure or =- -x � , ary' w°>. Mr , " , f_ a ,.t" MTaP ❑Not Observable s _ .. „°_ � taken from the default table. _ ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies any a s, f ui rc , [FR23]1 ,installed per manufacturer'sa §rr,#-t=_ '' ,; $x” `; ;h;rc'„ .,;; m" ❑Does Not ' instructionsscx }r9y�fia?;c '`ts7` ,i"Y�I- _°,; .':i°,si`;• .�;,"' ) i = . ❑Not Observable ❑Not Applicable , 402.4.3 Fenestration that is not site built m-;�; s � n° ; =: rw"�. -"1❑Comphes [FR20]1 is listed and labeled as meeting ��­ ° _ _�'_�_ _ - `��� �'� ❑Does Not = AAMA/WDMA/CSA 101/I.S.2/A440 k-„p," " �� or has infiltration rates per NFRC "'_ _; ' Y"¢3'- -t-- `= z' ❑Not Observable ; X400 that do not exceed code "°n 'N -j Applicable limits. 402:4 `o :a:;a`.w;'w°<;v Vi z.°'=&:urv; :,:'w•, .°``ie'a' — s'y�, s,r `,E1Com Iles ;5x,$ ;IC-rated recessed lighting fixtures - ,w=° v4-,c t„r -__ ;x", t, .=-r, p [FRl6jz; ° sealed at housin ng/interior ` a ' '' " ''" ' x' "'R° du ' g [ . . ' _ .,,:$ T,,��',.,°y 4, ❑Does Not and labeled to indicate<_2.0 cfm „ fx �,f" ; 1, >. `,.� -„wax "y. leakage at 75 Pa. t"° `_` '" �__- - ❑Not Observable r v `a j °”_. mw=• a6,=. ❑Not Applicable -� �,, £z;Y a s"r;yy, 4 ❑Com lies ' 403.2.1 ,Supply and return ducts in attics �m'n,<.��, ; z ��, ;f ���„„�k��a�'� -�3'�,,, ;�" 1p , [FR12]1 ;insulated >= R-8 where duct isJ ❑ Does Not j>= 3 inches in diameter and >_ R-6 where < 3 inches. Supply andn ❑Not Observable ffi d r i w� ,❑Not Applicable ;return ducts in other portions of �._ ,the building insulated >= R-6 for diameter>= 3 inches and R-4.2 _ myF6'A ;for< 3 inches in diameter. � " - -"'_ � . ❑Complies 40Y33.5','!Building cavities are not used asRMME]Not �,-,iro � ;; � s.,,�, �;a; T'[FR15]3 `Iducts orplenums. ''`�`' ' ."'P � '" °❑Does Not v,`�:'�-' �,�p.., ` _.��„� ,� , � ��.v -ph. M+`-=rA'ixkb�ii,ie�w �Y�"'"p."iyr.'+`-.e-.,.•- a�f' � ,'u a�rp;=;''�, „��;��❑Not Observable �" :: "'. "',,... ',;a #' gni❑Not Applicable = 403:4.0` HVAC piping conveying fluids R- R- ;❑Complies [FRITT?2 above 105 °F or chilled fluids E❑Does Not = below 55 °F are insulated to >_R- �.9 F�;3 !❑Not Observable ; °,j t :❑Not Applicable 3 �' us'AaF��` 3:.','; a", ,._ .i;''AYt`'4�"yc'r'7'- ;d; "yS"Y i 403.4.1 Protection of insulation on HVAC .-�a" � = �; ���a6r',' ❑Com lies °.a ° x =„ �Iva,�� P [FR24]1 piping. [��r ' ra�"a; x= �r ' ❑Does Not ❑Not Observable , a�� , r , ,;:°kms t-❑Not Applicable 413°5.3 mT,Hot water pipes are insulated to R- R- ;❑Complies [F,R18]?>.rEmj>_R-3. I❑Does Not ❑Not Observable ; ❑Not Applicable 4Qex6`," " Automatic or gravity dampers ares=~` = �; " "" � v'` Kr x �;ef❑Complies j ")installed on all outdoor air []Does Not l;,Lid°,,;;; N , y ,,t.�;ias a _` 0"'I'VZ,. ' intakes and exhausts. r' ,,e+„ ,£ ,} yxr w, „ _ ,,,4❑ HNot Observable „' ��` 4q, ❑Not Applicable = 1 High Impact(Tier 1) Medium Impact(Tier 2) 1','3-'l Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 10/05/19 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY GREENPORT.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) [,Z,J Medium Impact(Tier 2) 1 3,,J Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 10/05/19 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY GREENPORT.rck Page 5 of 9 Section Plans Verified = Field Verified ` ments/Assumptio " #. Insulation Inspection° Complies?, Com ns &'Req.lDI_Value Value .;, " 303'.,T,-* J'AII installed insulation is labeled `� ❑Complies [IN13]2" dor the installed R-values 44 ❑Does Not t tej _ provided. _ ❑Not Observable " f _ ` ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel :❑Not Observable ❑Not Applicable 303.2, 'Floor insulation installed per ¢ _= ��� `=�` ,r� x "'° � iElComplies j 402.2.7 !manufacturer's instructions and ��;- °��� �° v" s"° -` i �;❑Does Not [IN2]1 in substantial contact with the ;underside of the subfloor, or floor :_j❑Not Observable , ;framing cavity insulation is in "-"❑Not Applicable ;contact with the top side of sheathing, or continuous A insulation is installed on the ;underside of floor framing and extends from the bottom to the . top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a;. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 !wall insulation on the wall [IN3]1 ;exterior,the exterior insulation E] Mass E] Mass ;❑Not Observable p) 1 requirement applies (FR10). ❑ Steel ❑ Steel :F—]Not Applicable 303.2 jWall insulation is installed per ❑Complies r e �. [IN4]1 ;manufacturer's instructions. ❑Does Not R " i❑Not Observable sbetioii Final`Inspection Provisionsians`1lerifietl Field Verified' � mpiies? Comments/Assumptions 6x'Req.ID Value Malue. 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.11 i ❑ Wood ❑ Wood ❑Does Not ;table for values 402.2.2, F] Steel ❑ Steel =❑Not Observable 3 402.2.6 j 1 1 [FI1]1 ; :❑Not Applicable 4 3 1 I i 1 1 1 i I 1 1 1 303.1.1.1,!,Ceiling insulation installed per $"=ym x&= -fix '" '_°'","£ ❑Complies ' 303.2 ;�",.w •�a �a„rare` �” m`�,� , manufacturer's instructions. ❑Does Not i [FI2]1 !Blown insulation marked every f`$te, `'s } ;300 ftp. �-° `�' _ µbm ;°7❑Not Observable 6 9 ;K 1 y` ='_A _.{' ."4;, , ❑Not Applicable Vented attics with air permeable , ❑Complies [FI22j?� "insulation include baffle adjacent i ,. ° �„k� "'ns ; ❑Does Not ; ,oto soffit and eave vents that b«Y= a---r--;T sn N „ v g extends over insulation. =7"- „e' r _ =;❑Not Observable ; , `k = 5 X1111❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- :❑Complies [FI3]1 ;insulation >_R-value of the 3 :❑Does Not adjacent assembly. _ ❑Nat Observable ; r ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 I ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 ;ach in Climate Zones 1-2, and ❑Does Not I<=3 ach in Climate Zones 3-8. ;❑Not Observable ; ;❑Not Applicable 402:4.2'_.,f., Wood-burning fireplaces have } w'�` _"' �`° � ' IlCom lies ' tight fitting flue dampers and 'a`:.` '° n a s T `°4= ❑Does Not ; outdoor air for combustion. = Y. ' ; `. ` ❑Not Observable =-4*!+ _ /' . '__.f 1 ❑ ,, Not Applicable 403.2.3 ;,Duct tightness test result of<=4 y cfm/100 ; cfm/100 ;❑Complies ; [F14]1 i cfm/100 ft2 across the system or ft2 ft2 ❑Does Not I<=3 cfm/100 ft2 without air ❑Not Observable i handler @ 25 Pa. For rough-in ; ;tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2 i Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 :❑Does Not ;either: Rough-in test:Total ❑Not Observable t ;leakage measured with a ; ; pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including 3 :the manufacturer's air handler enclosure if installed at time of ; test. Postconstruction test:Total f leakage measured with a :pressure differential of 0.1 inch ;w.g. across the entire system including the manufacturer's air i handler enclosure. 403.3.2.1 ,Air handler leakage designated �❑Complies , w, "t '4= y� -�p" `� '� a DoesNot E [FI24]1 ;by manufacturer at<=2%of `� �= _ ',a _tp ,�a „� ,� '�❑ ;design airflow. r*:” ; ,,,n, " - =-`xr�, .;,.arm;• r3 :'R ' ., ❑Not Observable ; ' r mss' f F - °`': a❑Not Applicable 403.1,1: ,Programmable thermostats -A - n❑Complies ; installed for control of primary u=� - _ v��-,`k”, ' ' "�=:.rt,u�` j❑ "�` „'� ''"�"'�°, Does Not ; __ heating and cooling systems and � '.�" - -'>❑Not Observable ; set by manufacturer to . ., `. ,�; �w ; .:' � � �` - i#rx„5;6k P,*;,x<sl❑Not Applicable code specifications. 4031:2Heat pump thermostat installed a j❑Complies ❑Does NotOn heat pumps. i ❑Not Observable❑Not Applicable ; 1 High Impact(Tier 1) 2” Medium Impact(Tier 2) ;3;1 Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 10/05/19 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY GREENPORT.rck Page 7 of 9 Section PlansVerified Field alerifieti , '�� Final enspecti�onyProvisions .� °Vaiue VaPue•u­-- -_Complies?-� Coenrnents/Assur�ptioeis° �,��_, ,� ; .u. =` ti„❑Complies 403.5:,1 "ICirculating service hot water � `'' �,,�� . ,� `__" _ '� e automatic or �' Ar_ �;a �rDoes Not ; [F1111� -'4 systems have -w >�ti� ❑ „'.. ;3accessible manual controls. �" _ __ -� -,y ,'" Xis,ua.,a," i __ ` _i3 _ P ❑Not Observable •, >,, � a�' _�-< ��, . �b '�,. ❑Not Applicable 403:6:1, `~x,All mechanical (F1 ' ventilationsystem ''v; ❑ Complies 25] `°ifans not part of tested and listed ❑Does ; Not r= � HVAC equipment meet efficacy •= " and air flow limits. '� �, a� �°�,� �a ��o. a.�� �- ❑Not Observable ; ❑Not Applicable 403".2," � Hot water boilers supplying heat 1`- ��' �, °;._ � ._ y, •';`r� °,❑Complies [FI2p6]? through one-or two-pipe heating ° xW"tt4 _ m ❑Does Not 3 systems have outdoor setback ,A v A-,`EINotObservable = control to lower boiler water _ av ; °* _ j 4 ✓ry ;j_ - _ °temperature based on outdoor - , 4"" 1 __`-°4 41 = -3 ,s ❑Not Applicable 2 temperature. Heated water circulation systems , ,N ❑Complies F,!28]2-,_-, have a circulation pump.The 4.,, ❑Does Not "Isystern return pipe is a dedicated � %n,°, ��� return pipe or a cold water supply= ❑Not Observable Gravity and thermos- '❑ Applicable Not " syphon circulation systems are ^• .4 � be,� not present. Controls for 3 ,, circulating hot water system ;." ,"�i� ��� `��'�"_ ��.a;a '�a, - ipumps start the pump with signal ,y`� for hot water demand within theu ��= 'a t occupancy. Controls " 'automatically turn off the pump ., e. �,ej,�s� �; • when water is in circulation loop _�. - = � �� -_- is at set-point temperature and no demand for hot water exists. 403':5,A, Electric heat trace systems �'' M" n _ _ .i`�'�' "�°r �[ Complies ,[,F129]2 =° comply v '. ; com I with IEEE 515.1 or UL �� � � �_ � ❑Does Not 515.Controls automatically �` E ng�',` U yy adjust the energy input to the k F� «� ❑Not Observable ; e •, _ °. ` a f]heat tracing t [ " - �°` � `�' �� °�°' ' ��'� ❑Not Applicable " o maintain the °` Pp , ; desired water temperature in the t piping 403,5:2%',',<i Water distribution systems that ,° -G a; Mit'"' "`` i_ _ - -�-�j❑Complies have recirculation pumps that 4 Y - ,"i❑Does Not pump water from a heated water _` `]supply pipe back to the heated }s_,i ry mS,a. `n, -'``_ ❑Not Observable ; Ap,R f �.;." tui �,r',G�3,�;�„,, , ' ❑Not Applicable I water source through a cold �� �� ”' - -�b pp r =water supply pipe have a .. demand recirculation water '" system. Pumps have controls that manage operation of the !pump and limit the temperature ' of the water entering the cold ' water piping to 104°F. ,. 403:5;4 Drain water heat recovery units ":,o-',,❑Complies 1[F13.112` �;� tested in accordance with CSA ❑ Does Not B55.1. Potable water-side E qx J❑Not Observable i -`-),pressure pressure loss of drain water heat s`rt, ! = �' >> =a�=� v �❑Not Applicable recovery units < 3 psi for ° '�'` i ,`" `:� pp individual units connected to one << v` , ) (or two showers. Potable water- aside pressure loss of drain water t' ,.° u_`;, heat recovery units < 2 psi for ,3 individual units connected to x°" ° ,three or more showers. 404.1 ;75%of lamps in permanent ,} _ R y."'°ti"°`" = s"` ❑Complies [FI6]1 fixtures or 75%of ° 4 n° x? ❑DoesNot permanent p fixtures have high efficacy lamps. Does not apply to low-voltage _ �-� ❑Not Observable Not Applicable lighting. ❑ 11 High Impact(Tier 1) „2a Medium Impact(Tier 2) 1,'-3,1 Low Impact (Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 10/05/19 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY GREENPORT.rck Page 8 of 9 Section Plans Verified -Field Verified # Final Inspection Provisions " Velue Value &,Fteq.l® Complies? Comments/Assumptions w = _ 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 Ino continuous pilot light. `- `'� s" " � '❑Does Not []Not Observable � `,❑Not Applicable 401.3 ;Compliance certificate posted. ElComplies ' (Al T] ❑Does Not �❑Not Observable ;❑Not Applicable 303.3 !Manufacturer manuals for6❑Complies [FI18]3 ' a mechanical and water heatin ., � � � - ❑ g =_Y5j` ,, , 9 z:°3 Does Not 7 systems have been provided. . Z ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) �2111Medium Impact(Tier 2) 1;3.]Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 10/05/19 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY GREENPORT.rck Page 9 of 9 ' 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.19 Door 0.40 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments tWL1VCD3 No. 8667357 • 9/30/2020 • Page 1 (631) 418-1000 • 414 NEW YORK AVE • HUNTINGTON • NY • 11743 • www.applianceworldny.com Created for: Cust# 159080 Deliver to: Cust# 159080 Greentree Development Greentree Development 7 Woodhull Rd 702 Wiggins Lane East Setauket, NY 11733 Greenport, NY 11944 (631) 258-3799 GEORGE PAV geopavjr@gmail.com (631) 258-3799 Salesperson: Stuart Stone • Ext 1030 • s.stone@applianceworld.com • Artistic Cabinetry Brand Model Category Serial # Ref# Color ESC Price OTH MGMT2 MGTC 563643 563643 None $0.00 MGMT-office use only Scheduled Delivery: 10/29/2020 HU THE T24IR900SP REFER 22007028767200114 569384 None $5579.07 1 24-Inch Built-in Panel Ready Fresh Food Column Remarks: HWH 10/27 Scheduled Delivery: 10/29/2020 HW THE T18IF900SP REFER 22007029678400020 569381 None $5114.07 2 18-Inch Built-in Panel Ready Freezer Column Remarks: HWH 10/27 30 DAYS OUT Scheduled Delivery: 10/29/2020 HW THE TFL24IR800 APACC 569402 569402 None $525.00 24 Stainless Steel Panel - Flat TFL24IR800 Remarks: HWH 10/27 30 DAYS OUT Scheduled Delivery: 10/29/2020 HW THE TFL18IR800 APACC 569401 569401 None $475.00 18 Stainless Steel Panel - Flat TFL18IR800 Remarks: HWH 10/27 30 DAYS OUT Scheduled Delivery: 10/29/2020 HW THE PR36HNDL20 APACC 569346 569346 None $160.00 36 Professional Handle New Design Remarks: HWH 10/27 **30DAYS Scheduled Delivery: 10/29/2020 HW THE PR36HNDL20 APACC 569347 569347 None $160.00 36 Professional Handle New Design Remarks: HWH 10/27 **30DAYS Scheduled Delivery: 10/29/2020 HW LLjC Greentree Development (159080) �� , 702 Wiggins Lane Greenport, NY 11944 l�1 �3 (631) 258-3799 No. 8667357 . 9/30/2020 • Page 2 Brand Model Category Serial # Ref# Color ESC Price THE PRG366WH PRORAN None $5858.07 36-Inch Pro Harmony® Standard Depth Gas Range Remarks: B/0 NO ETA Scheduled Delivery: 10/29/2020 THE PALPKITGW APACC 39009020066000085 569345 None $199.00 2 LP Conversion Kit for Gas Pro Harmony Ranges (4 & 6 Burner) Remarks: HWH 10/27 30 DAYS OUT Scheduled Delivery: 10/29/2020 HW THE PH36HWS HOOD 39001029813900107 569331 None $0.00 7 36-Inch Pro Harmony® Wall Hood Remarks: HWH 10/27 30 DAYS OUT Scheduled Delivery: 10/29/2020 HW THE VTN1090R APACC 39007029309000585 569336 None $0.00 2 1000 CFM Internal Blower Remarks: HWH 10/27 30 DAYS OUT Scheduled Delivery: 10/29/2020 HW THE MC30WP MICRO None $2324.07 30-Inch Professional Speed Oven Remarks: B/O NO ETA Scheduled Delivery: 10/29/2020 THE DWHD650WFP DWTC 10009020016700912 562594 None $0.00 4 24-Inch Professional Stainless Steel Emerald® Scheduled Delivery: 10/29/2020 HW LG WM3700HWA LAUNDR 009TNXRIL650 569377 None $650.00 4.5 cu. ft. Ultra Large Smart wi-fi Enabled Front Load Washer Remarks: HWH 10/27 Scheduled Delivery: 10/29/2020 HW LG DLGX3701W LAUNDR 007KWWZ63281 562603 None $750.00 7,4 cu. ft. Ultra Large Capacity Smart wi-fi Enabled SteamDryerTM Remarks: CONFIRM GAS DRYER Scheduled Delivery: 10/29/2020 .HW LG 383EEL3002D APACC 563460 563460 None $35.00 LP GAS CONVERSION KIT Scheduled Delivery: 10/29/2020 HW �PPI.IANCE Greentree Development (159080) T 702 Wiggins Lane Greenport, NY 11944 D ird s!� '- (631) 258-3799 No. 8667357 o-9/30/2020 • Page 3 Brand Model Category Serial # Ref# Color ESC Price XO XOU24BCGSL REFER BC50A20082000247 569591 None $1199.00 Beverage Center 24" SS Glass LH Remarks: HWH 10/27 **ER CONFIRMED HINGING *** Scheduled Delivery: 10/29/2020 HW OTH THERMADORBUIL APACC 563707 563707 None $0.00 Thermador Registered Builder: Code # 66685 Scheduled Delivery: 10/29/2020 HU APPLIANCEGreentree Development (159080) �� �� ,� L 702 Wiggins Lane Greenport, NY 11944 ItRLD J (631) 258-3799 No. 8667357 9 9/30/2020 9 Page 4 Brand Model Category Serial # Ref# Color ESC Price Your Price: $23,028.28 Recycle Fees: Options: Doc Fee: 3rd Party Contact: Extended Service Plans: $0.00 GEORGE PAV (631) 258-3799 Sales Tax: $1,986.19 Estimated Delivery Date: 1/1/2020 Total: $25,014.47 Notes: TERMS AND CONDITION MERCHANDISE: 1.Three(3)week minimum notice required to SCHEDULE DELIVERY of products 2.All orders are subject to availability from the manufacturer. 3.Products purchased are warranted by the manufacturer ONLY. 4.DISCLAIMER OF WARRANTY.APPLIANCE WORLD OF HUNTINGTON,INC.("APPLIANCE WORLD")HEREBY DISCLAIMS AND YOU HEREBY WAIVE ANY AND ALL OBLIGATIONS AND LIABILITIES OF THE COMPANY AND ALL OF YOUR RIGHTS,CLAIMS AND REMEDIES AGAINST THE COMPANY,WHETHER EXPRESSED OR IMPLIED,AND WHETHER ARISING BY LAW OR OTHERWISE INCLUDING, WITHOUT LIMITATION,IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,IMPLIED WARRANTIES ARISING FROM COURSE OF PERFORMANCE,COURSE OF DEALING AND USAGE OF TRADE,AND ANY AND ALL LIABILITY WITH RESPECT TO THE PRODUCTS PROVIDED BY THE COMPANY. S.Display Models are sold"AS IS".The purchase of a Display Model CANNOT be cancelled and shall NOT be accepted for return,exchange or store credit.Display Models must be paid for in full at the time of purchase.Display models will be held for you for NINETY(90)days from the date of this order. After such date,you will be charged a storage fee in the amount of$10.00 per day which shall be paid prior to delivery. 6.If you cancel a product purchase order,you will be responsible for the payment of(i)a restocking fee in the amount of 25%of the purchase price of the product cancelled and(fl)a 3% credit card fee,if applicable.CUSTOM ORDER ARE NON-CANCELLABLE. 7.100%Price protection guarantee-See store for details. PAYMENT: 1.A deposit equal to 10%of the total order price(minimum$500;and 50%on custom orders)is required to order product(s)and to secure current pricing. 2.ALL BALANCES MUST BE PAID IN FULL BY CHECK OR WIRE TRANSFER FIVE(5)BUSINESS DAYS PRIOR TO DELIVERY. 3.A maximum of 10%of your order may be accepted by credit card.Appliance World will not accept credit card payments over the telephone.A 3%credit card fee will be charged to you if you cancel this order. 4.Upon payment of a non-refundable specification deposit(10%of order(minimum$500);applicable toward the price of your product order),Appliance World will provide you or your contractor/designer with the product manufacturer's product specifications upon your request and be available to answer their questions to facilitate a seamless transaction. 5 A return check fee in the amount of$20.00 will be added to the total price of this order and due upon payment of the balance of the purchase price of this order. RETURN POLICY:Products are not sold on a trial basis.Returns will not be accepted unless the item is unused and is sealed in its original packaging.Returns are subject to payment of a(i) restocking fee in the amount of 25%of the purchase price of the product returned and(ii)3%credit card fee,if applicable.CUSTOM ORDERS CANNOT BE RETURNED. DELIVERY:1.Lead time varies depending upon the manufacturer and the products selected.You must provide Appliance World with a minimum of three(3)weeks notice to schedule delivery of Product(s)purchased. 2.NO C.O.D.DELIVERIES WILL BE SCHEDULED.ALL BALANCES MUST BE PAID IN FULL BY CHECK OR WIRE TRANSFER FIVE(5)BUSINESS DAYS PRIOR TO DELIVERY. 3.If you postpone a scheduled delivery less than 36 hours prior to delivery date,you will be responsible for the payment of a"re-staging fee"in the amount of$50.00 per product and an additional delivery fee. 4.If you require separate deliveries,additional delivery charges will.be due for each delivery. S.Appliance World does NOT install the product unless specified in this order.Delivery fees DO NOT include installation of the product purchased. 6.You are responsible for inspecting the product(s)at the time of delivery.Appliance World is not responsible for damages to the product(s)after inspection CLAIMS FOR DAMAGES TO A PRODUCT MUST BE MADE AT THE TIME OF DELIVERY. 7.Product(s)purchased by you pursuant to this order will be held for you for ninety(90)days from the date they are received by Appliance World. After such date,you will be charged a storage fee in the amount of$10.00 per day which shall be paid by you prior to delivery. MISCELLANEOUS:1.Under no circumstances shall Appliance World be liable for any consequential,indirect,special,punitive or incidental damages. 2.If any term or provision of this agreement is determined to be invalid,it shall not affect the validity and enforcement of the remaining terms and provisions of this agreement. 3.The validity,interpretation and performance of this Agreement shall be governed by the laws of the State of New York. 4.This agreement represents the entire agreement between you and Appliance World and supercedes prior negotiations,representations or agreements,either written or oral. Customer Signature Date: Payments to Date:$25014.47 • Order Balance: $0.00 Customer Signature Date APPROVED AS NOTED Slower door DATE: B.P.# l and ductwork , FEE: BY: testing required. NOTIFY-BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Must provide Manuals FOR POURED CONCRETE D9 J and S as per 2: ROUGH '7 FRAMING & PLUMBING 3. INSULATION 'NYS Energy Code 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTa OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK TATE & TOWN CODES PLUMBER CERTIFICATION AS REQU D AND CONDITIONS OF ON LEAD CONTENT BEFORE SOUTHOLD TOWN ZBA CERTIFICATE.,OF OCCUPANC i SOUTHOLD TOWN PLANNING BOARD SOLDER USED IN WATER SUP.LYS,YSTEM CANNOT SOUTHOLD TOWN TRUSTEES EXCEED 2/10 OF 1% LEAD. �-.-- N.Y.S.DEC , PLUMBING "ALL-PLUMBING WASTE ! WATER LINES NEED IMG BEFORE COVERING OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE bo N®T PROCEEIJVITti,, OF OCCUPANCY FRAMING UNTIL SURVEY.,, OF FOUNDATION LOCATION. HAS BEEN APPROVED." DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been installed to Code installed,replaced or repaired shall conform to Chapter 172 , of the Town(Code . 9 V ARCHITECT REVISIONS D E S C R I P T 1 0 N 1/10/20 21'-6" 32'-6" 16'-0" R R TO WALL (14) 10d x 1 /2" FASTENER 10'-8" 2'-0" 13'-6" s'-11" 6' 6" 4'-0" 6" - - 7F- 7 12"X12" PC PIER OM 24"X24"X12" PC FOOTING L - J o N — J ON VIRGIN SOIL a o o I 12"X12 PC PIER x ® I 2, 0„ 2 0 OM 24"X24"X12" PC FOOTING ON VIRGIN SOIL N w MTS12 - - - - -- - - - - - - - 041-0- - - - - - - - - - -3"0- - - - - - - (_ - � p - - - - F — — — — — _ _ _ _ o _ Ic"- - - - - - - - - - - - - - - - - - - - N 3 2X12 ACQ GIRDEI� — — — — — — — — — 8" P.C. FOUNDATION WALL WITH (2) #5 ( L _0 J ( ) L 010 J BARS TOP AND BOTTOM (3000 PSI I I 2"X10" ACQ LEDGER ALL WALLS AND FOOTING) I BOARD LAG BOLTED 12" o I ON 8"X16" P.C. FOOTING I F- OC STAGGER AND SECURE �D10 I I W/(2) #5 BARS CONTINUOUS I I ( TO PRIMARY FRAMING 11 -8 I 8'-0" HIGH WALL I I o (0 p xw � - - 3'-3" I UNFINISHED I " CELLAR p I $_ RAFTER TO WALL I 10 1- ° 4" POURED CONCRETE SLAB 1 I - - - - - - - o W ci a OVER 6" MIL. POLYETHLENE SCALE: N.T.S. W o� VAPOR BARRIER ON WELL - DROP FOUNDATION WALL I � (n N o - - - - - - - - - - - - - - - -I TO MEET SLAB I o Z? COMPACTED POROUS FILL i ( - - I CONTINUOUS FOOTING I ®N I NOTE: ENTIRE CEILING SHALL BE SHEET ROCKED WITH 1/2" TYP 'X' N� PER IRC 2015 UJ _ _ p = O DETECTOR SMOKE Q<Mi� IRidge Beam II ` -' .W '_3 1/2" STANDARD STEEL PIPE COLUMN p �� '� ON A 30"X30"X15" DEEP r J OPOURED CONCRETE FOOTING. (TYP) �`� uV8" 8'-8" ' " 7'-8" 7'-8" `` 15'-8 I — I– O ° NI I I I N ° I •� I w i I I 3 11 ML HDR '7' - H , ___ I UNEXCAVATED N ( FLUSH uP r 7 F_ � O W �a I Z RIDGE o ( - - - - - oIn 00 4" POURED CONCRETE SLAB I - 3-1 3/4" X 11 7/� �Z I I 1 o Li 3 RAFTER MSTA i N I I OVER 6 MIL. POLYETHLENE I I L — J MICROLAM GIRDER — L ___I . � - CO - I (0 I I I VAPOR BARRIER ON WELL U) I n ®N I Cn W COMPACTED POROUS FILL LD_ o I I ir _J I W o o I o 3-1 3/ X 11 7/8" Simpson Strong Tie I I "' o I MICRO AM GIRDER WITH CEILING COLLAR TIES ® 32" O.C. I I I I C I F U CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong-Tie ( I I W �— 0 PER RAFTER INSTALLED OVER PLYWOOD I o oN ;7 0 0 _ �o L �, F ^SU_ rn ( O RIDGE STRAP TIE ADJUSTABLE HANGER I I I I �N N�Z n SCALE: N.T.S. SCALE: N.T.S. I ( 22-0" I L — — — — — — — — � �Z DIRECT VENT GAS BURNER ° ®CA I I W LLI V,M ®N I _ _ Of PROVIDE 5/8" TYPE "X" GYP. BD. I Q W z DROP FOUNDATION WALL DROP FOUNDATION WALL F I ON CEILING ABOVE FURNACE FOR I � o I I I AT LEAST 3'-0" ON ALL SIDES AS TO MEET SLAB TO MEET SLAB o I 00 ® I . I _I I PER N.Y.S. CODE _I r - - - - - - - - - - - - - - - - - F— L- CQNSINU.OUS-F11DIlNG_ - - - - _COI�WNI.OUS ZOOMNr, - -J r> I - - - - - - - - - - - N o SMOKEI OS —DETECTOR I N / n — — — — — — — — — — — — — — — — — — — — — — — — p w CARBON I — — — — — — — — — — 1 I I1 'J O~DOTECIL E _ � F 2"X10" ACQ LEDGER On I I BOARD LAG BOLTED 12" o F 1, I I OC STAGGER AND SECURE CS16 I L - - - - - - - - - .J I2-0" N W� *� '� TO PRIMARY FRAMING STUD TO BAND JOIST (20) 10d x 1 1/2" FASTENER -I - - - - - - - L J 12"X12" PC PIER OM 24"X24"X12" PC FOOTING MTS16 D35 0 0 ON VIRGIN SOIL -0 10'-0" T -0 V-3" 9'-3" -0 9'-3" V-3" o l 22'-0" 8'-0" 12'-0" 12'-0" 16'-0" ° 70'-0" ° ° LTP4 LTP4 Uplift connectors shall Charles M. Thomas bypass each other to LTP4, spacing as required for prevent cross-grain a r C h I t e C t shear. SSP spacing for uplift. tension of band joist. PO BOX 877 JAh1ESPORT, NY 11941 (631) 727-1993 SILL TO RIM JOIST (12) 8d x 1 1/2" FASTENER PROJECT FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION PLAN DATE: 9/27/19 PROJECT No. AA DRAWING BY. F.SOLIS J Fi I 7020 , I ] CHK BY. DWG No. •` 0- 004- 00 40F 6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. t ............ 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'�■■11 ■ISI■I■ ■I■I�I■I■m'. �i� ����I�■I `i�`•:�«:..��..:n�:I:I�I:I:C \I�_ 11■I■ min RP mini MINI HIM in 6 bad" 1 ' I I _ { I � I I � ' � i ! .1 • 1 , 11 I it it I III � I I i I ,•. , , , ..,. , . - . .. ,. .. .•. ... . .• . . . .•LAI •1 . •. 41 nr ARCHITECT a REVISIONS D E S C R I P T 1 0 N 21'-6" 32'-6" 16'-0" 14'-6" 7'-0" 12'-1" 10'-8" 6'-11" 7'-8" 8'-4" WOOD FRAME LANDING DECKING PER OWNER 6"X6" ACO POSTS WRAP W/ 1"X10" AZEK 30510 30510 30510 5051P 30510 3080 > > �p 3-14 ML HDR 6"X6" ACQ POST _T 3-11 ¢" ML HDR 3-11 �" ML HOR 41 TO PIER BELOW OUTSIDE 81- " w I 23'-0„ �, WOOD FRAME DECK SHOWER O DECKING PER OWNER R = I ' o P O R C H o � DN ® DECK OVER o 4'-0„I L J mo <I o -I 0 o M J L ISLAND ri LINE OF ALL ABOVE ` I KITCHEN DINING 33-11 ��" L HDR FLUSH — `j 11 " TJI dolsTs 36 SERIES I o 3068 3070 ® r ® 16" OC. 11E ME] .1F .1 3'-10" 0) ® i 0 J A 0 24510 808 APLR 24510 M ® 41 21'-0" PANTRY-,' DW i N �6"� 3-11 Us" ML HDR 6„ i 0 R o 117/8" Til JolsTs 560 SERIES I III M a ® 16" Oc. R F_ -1 N R 38 INSULATION — — R[F. O ® M F N = P o VIII o (2) 670 15'-8" SMOKE r `J O OS DETECTOR m CARBON = { of 1 HR. RATED ©—MONOXIDE M I L 1 �j O „ DETECTOR WINE I I J /`1 5/8 TYPE X SHEETROCK m 3-11 �" ML HDR W � V o WALLS & CEILING 3DNO uP FLUSH _ _—_ _ F R (, - - - - - - - - GREAT ROOM No Z d- N GARAGE o c) BATH 3-„ 71a" ML HDR I L (V W O _ O 5 CFM EXHAUST I = N AN TO EXTERIOR o to N M W ``3,_0" f7�- -L11 - w z r, II II II I I I " JL -hoover co C3 I J i I I p to o 11 T/8" TJI JOISTS 360 SERIES �� II II II II FOYER III �� ® 16" OC. o R ® W o N II . z II II II II I co N II I�,'-oil II M 0 Roo 0 �' M _ D ,,� v N o Simpso S rong Tie w Q y{ 24 10 r to I HDU (C R ER HOLD D WN) II II II II o TEMP LA co I (TYPI A THROUGHOUT. SEE DETAIL ® A2) O Z 2-11 dig.. ML HDR 2-11 7/8" ML HDR 1 O ® LIVING 2 0 30510 30,51to 0 o I IW _� ROOM nLi - (V O !ice 9080 O.H. DOOR 9080 O.H. DOOR o 3080 o U R ' ROOF OVER ® ® ' WOOD FRAME DECK Lo DECKING PER OWNER X 20510 3 510 20510 ". _ _ _ N N_ 10" SQUARE ' ERMA CAST' COLUMNS 4'-0" 4'-0" 6'-0" 6'-0" 5'-8" 6'-4" 3'-8" 8'-0" 4'-4" 22'-0" 8'-0" 12'-0" 12'-0" 16'-0" 70'-0" i 1382 SF LIVING 517 SF GARAGE Charles M . Thomas a r c h i t e c t F I R S T F L 0 0 R P L A N PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 SCALE: 1/4" = 1'-0" PROJECT FIRST FLOOR PLAN DATE: 9/27/19 PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG No. �- 002- 00 2OF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. em, ARCHITECT REVISIONS D E S C R I PT ION 48'-6" 21'-6" 32'-6" 16'-0" 2'-7" 7'-3" 5'-1" 11'-0" 6'-7" 1 3 46 3 46 24 6 (2) 046 Ec Ess Ec Ess E ESS 36" HIGH ABLE RAIL CD 2-11 %" ML HDR (2)117/8" L HEADER BATH PO CH —LINE OF TRAY CLG _ — cosi 11'-5" ROOF OVER 0 0 I I 11'-5" � � sho er (2) 046 EG ESS -j 3068 1� 1 T 1'�1 3068 `r � z � � I O _ Q a sho er I 2-11 76" ML HDR GREE BEDROOM 2 BEDROOM 3 EGRESS v FRAME WALL TO UNDERSIDE — — TRAY CLG SMOKE OF ROOF RAFTERS iV SMOKE 125 CFM EXHAU OS DETECTOR 15'-8" \ J / O UO ® O DETECTOR FAN TO EXTERIO9.-O" M \ J H \ o3 I I I o� / N� � BATH W \ �W I I I �z / ® 3- Y \ Y 1-0 ( oI 068 BI �D 6068 BI 4'-0" 100 001 4 0" -3/ -cl) OEM KNEE WALL \ to of / KNEE WALL 2668 2668Q L2668 R w I w — — — — 7'-8" VIP, 3'-8" — — —o H Co � Q0 I� I I / � z � R too % O o Q MASTER ' \ I / co DETECTOR It F U O CARBON 0 (D—MONOXIDE o 00 (30 TRAY CLG w LINE OF 8'-0" DR O o SMOKE O \ O I I O X s ~ O`DETECTOR I i DN 36" OPEN RAIL 1668 M N ® V) J N N r7 w O CO En o — — — — — — — — N o m 0- VIVI— — — — — — —<I 2.-0. — — Ph,w, (nWETE TO\ \ 266$OKELIN N o W zLINE OF $-0" I a V406 co ry� I \- - - - - - OD 1I �N 0 0 co 2'-0" / I I00 -00 \ MI ` ILL I 2"X10" CLG. JOIST w O 4'-0" / / 1 oI \ \ 4'-0" I 16' OC. R-49 INSUL.- "� MASTER I 2668 2668 KNEE WALL IZ I ZI KNEE WALL I SET 0 9'-6" AFF I I a I I I I ''c' z O IJ ( JI J I I \ "' I BEDROOM 1 I 3-�" zI I c OSET I I c osET I r (W O / J I \ I z ► I / 0 9 1 I 1 1 \ I TRAY CLG 0I c J I I I I O W / Y 1 I I '�t z 2452 Y \ 1 O T24 E P I ry O~DETECTOSMOKE R1 u7 F I � Hll O W 1 I 1 I M I o U- 30 10 30 10 U w uJ11 (� 1 [ - - - - - - J o 3 46 .1 I -Z-'I (2)2 310 EGF ESS ^ TEMP o O I O ROOF - BELOW 2042 3C56 2042 4'-0" 4'-0" 6'-0" 6'-0` 5'-8" 6'-4" 3'-8" 8'-0" 4'-4- 22'-0" 8'-0" 12'-0" 12'-0" 16'-0" 70'-0" Charles M . Thomas 1764 SF LIVING a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT SECON D FLOOR PLA N SCALE: 1/4' = 1'-0" Imm SECOND FLOOR PLAN DATE: 9/27/19 PROJECT No. DRAWNG BY. F.SOLIS CHK BY. DWG No. W-FO-0-300 0 3OF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 4' o i tS q 4:_ ARCHITECT REVISIS DESCRI PT ION 21'-6" 32'-6" 16'-0" R R TO WALL N 2-0 13'-6" (14) 10d x 1 /2" FASTENER / ' " 6' 6" 4'- F —I - - � = 12"X12" PC PIER W, CO - I Ort 24"X24"X12" PC FOOTING L - J ca - J ON VIRGIN SOIL f6 a o o I `t2' 1,2" PC PIER 1 , 0 4"X 4"X12" PC FOOTING C) ® 2 0 2 0 ON VIRGIN SOIL r — � + r - - -R o - - - - - - - - _ o co, _ _ _ I . I F- 8" P.C. FOUNDATION WALL WITH (2) #5 � I L — J N (3) 2X12 ACO GIRDER—� L — J 1 BARS TOP AND BOTTOM (3000 PSI I I O O ALL WALLS AND FOOTING) o I ON 8"X16" P.C. FOOTING �D 101 I I W/(2) #5 BARS CONTINUOUS I ao00o 8'-0" HIGH WALL = 18 „ o too " I I "X10" Q w 211'-82 3'-3 oUNFINISHED BOARD L G LTED 12" CELLAR � TOC STAG ER ND O PRIMO RY AMINGCURE - - - - - - - - - - - - - - - - RAFTER TO WALLI I a 4" POURED CONCRETE SLAB I 3'_8" - - - - - - - - - - - - - - - - - - a w < OVER 6" MIL. POLYETHLENE SCALE: N.T.S. VAPOR BARRIER ON WELL _ _ _ _ _ _ _ _ _ _ _ _ _ _ DROP FOUNDATION WALL I I �' _ In o I L TO MEET SLAB e 0`m? COMPACTED POROUS FILL I - - - CONTINUOUS FOOTING I - ^M��INOTE: ENTIRE CEILING SHALL BE = 0: SHEET ROCKED WITH 1/2" TYP 'X' N� PER IRC 2015 �a Im N Irl I � I I o 0 SMOKE J W�2 �I Ridge Beam � I = ® DETECTOR � I��o 3 1/2" STANDARD STEEL PIPE COLUMN p 1 110 Q I IW3'-0' — — ON A 30"XNCX TE DEEP I = _J JO I IW i O POURED CONCRETE FOOTING. (TYP) IBJ Of 8" 8' 8" 7' 8" 7' 8" 7'-8" U` 15'-8" v L - 00 O W N _ I I UNEXCAVATED N I I 3-11 FLUSH HDR UP r -� F F_ -� F_ -t- -1 s W (3 Q I z B- RIDGE 1 _ I _ _ _ _ _ _ _ Li _ �. o + - 11 I I 4' POURED CONCRETE SLAB I _ 33 4" X 11 7/8" ` 10(n I I =I Q O RAFTER MSTA i N I I OVER 6 MIL. POLYETHLENE I I J L - J MICROLAM GIRDER L - L J .�M ®�- - I I N — W I I VAPOR BARRIER ON WELL � I I a I (� COMPACTED POROUS FILL Ld o I _ _ J W of o I o 3-1 314" X 11 7/8" Simpson Strong Tie I I o o I = MICRO AM GIRDER WITH CEILING COLLAR TIES ® 32 O.C. I I = I _ O CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong-Tie I Q I I I � PER RAFTER INSTALLED OVER PLYWOOD I I m o I o W 6a �`` I I oN W 'd 1111110 ® O z RIDGE STRAP TIE ADJUSTABLE HANGER I I � W I Qn I = > > N= � 110- I 1 D SCALE: N.T.S. I 22'-0" I I 9 N `°Z ~o -Z I ^ LJ__ SCALE: N.T.S. I I I I� — — — — — — — — e�to ®N DIRECT VENT GAS BURNER `�M ®c:l I (w z PROVIDE 5/8" TYPE "X' GYP. BD. - - - - - - - - - - - - - - - - J O W z DROP FOUNDATION WALL DROP FOUNDATION WALL _ I = ON CEILING ABOVE FURNACE FOR = I '_ _ _ _ _ _ _ _ _ _ W AT LEAST 3'-0" ON ALL SIDES AS o O I I TO MEET SLAB TO MEET SLAB I � I I PER N.Y.S. CODE '1 r - _ L- CDN-TNILOUS-F_QOMNG- - - - - LOUTINLI.OUS F_00 _ M I S sEOKE R - - - - - - - - - - - N I U^ I I D CTO N — — — — — — — — — — — — — — — — — — — — — — — — - 01 I w CARBON I — — — — — — — — — CL V— — — — — — — — — � C f-MONOX�UE 1 I I _ DETECf�2 I In 2"X10" ACQ LEDGER O ;� I a Ln o BOARD LAG BOLTED 12" o C0 I 12'-0' = o= I i OC STAGGER AND SECURE 1 00 0® * 20" '� TO PRIMARY FRAMING CS16 I - - - - - - - - - - x STUD TO BAND JOIST — N o r — (20) 10d x 1 1/2" FASTENER ° — — — — — — 12"X12" PC PIER J L_ J 0 OM 24"X24"X12" PC FOOTING 0 Mrs16 D35 ON VIRGIN SOIL -0 10'-0" -0 V-3" 9'-3" -0 V-3" 1'-3" a 1 22'-0" 8'-0" 12'-0" 12'-0" 16'-0" ° 70'-0" ° ° LTP4 LTP4 Uplift connectors shall Charles M. Thomas bypass each other to LTP4, spacing as required for prevent cross-grain shear. SSP spacing for uplift. tension of band joist. a C C h I t e C t PO BOX 811 JAhIESPORT, NY 11941 (631) 121-1993 SILL TO RIM JOIST (12) 8d x 1 1/2" FASTENER PROJECT FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION PLAN DATE: 9/27/19 PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG No. 0- 00 - 00 4 O 6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING 12" M.L. RIDGE BEAM OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. LINE OF RAFTERS .r `b' BEYOND t ARCHITECT TYPICAL CEILING CONSTRUCTION 2x6 COLLAR TIES 2" X 10" CEILING JOISTS 0 16" O.C. 12 W/ R-49 BATT. INSULATION 9.5V ® 16" O.C. 1�2 9.5 1�2 9.5 REVISIONSDESCRI----J PT ION 8'-0" PLATE HEIGHT 1/2" GYP. BD. FINISH T. & S. 3 COAT JOB (TYP) 6'-8" T.O. WINDOWS TYPICAL FLOOR CONSTRUCTION 11 7/8 TA FLOOR JOISTS 0 16-O.C. o W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION BEDROOM 2 m cc I TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" COX PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. R-21 INSULA11ON T.O. SECOND FLOOR 9'-0" PLATE HEIGHT 8'_-0" T.O. WINDOWS 1/2" GYP. BD. FINISH .j T. & S. 3 COAT JOB (TYP) I LAUNDRY MO o ROOM I o TYPICAL FLOOR CONSTRUCTION I . I 11 7/8 TJI FLOOR JOISTS 0 16-O.C. m W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 3-1 3/4" X 11 7/8" MICROLAM GIRDER FLUSH AT STAIR 2"x6" ACO SILL PLATE TERMITE SHIELD, SIL.L SEALER, T.O. IRST FLOOR 5/8" DIA. ANCHOR BOLTS - - 026"-0" O.C. UNFINISHED 3 1/2" STANDARD STEEL PIPE COLUMN ON A 30"X30"X15" DEEP CELLAR POURED CONCRETE FOOTING. (TYP) NOTE: ENTIRE CEILING SHALL BE 8" P.C. FOUNDATION WALL WITH (2) #5 (BARS TOP AND SHEET ROCKED WITH 1/2" TYP 'X' BOTTOM (3000 PSI o PER IRC 2015 ALL WALLS AND FOOTING) ui ON 8'X16" P.C. FOOTING 4" POURED CONCRETE SLAB W/(2) #5 BARS CONTINUOUS 8'-0" HIGH WALL OVER 6" MIL. POLYETHLENE VAPOR BARRIER ON WELL z Q0 COMPACTED POROUS FILL O IL LL- O 00 Ld N C) w 0 0 0 � w � CROSS SECTION w z r� SCALE: 1/4" = 1'-0" ry O I— O z ry O O LLJI --- -- - - - cn z z O Li CEILING DRYWALL TAPED CEILING DRYWALL TAPED TO WALL DRYWALL TO WALL DRYWALL O W DRYWALL CAULKED, GLUED :DRYWALL CAULKED, GLUED L_L._ U OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE n 0 ,n DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR IT11— SUBFLOOR GLUED, CAULKED OR SUBFLOOR GLUED, CAULKED OR GASKETED TO RIM JOIST GASKETED TO RIM JOIST RIM JOIST CAULKED OR RIM JOIST CAULKED OR K T K P PLATE 2 LAYERS OF K' DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED COX PLYWOD OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE STAGGER SEAMS PLYWOOD CAULKED OR GASKETED TO 2"X6" NAILER Charles M . Thomas a r c h i t e c t DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR PROJECT SUBFLOOR GLUED, CAULKED OR SUBFLOOR GLUED, CAULKED OR GASKETED TO RIM JOIST GASKETED TO RIM JOIST RIM JOISTCAULKETopD OR RIM JOIST CAULKEPLATE GASKETED TopD OR GASKETED ToLATE SILL PLATE INSTALLED OVER SILL SILL PLATE INSTALLED OVER SILL GASKET (SILL SEALER) GASKET (SILL SEALER) SECTIONS NOTE: SHADED COMPONENTS NOTE: SHADED COMPONENTS DESIGNATE AIR BARRIER SYSTEM DESIGNATE AIR BARRIER SYSTEM DATE: 9/27/19 PROJECT No. DRAWING BY. F.SOLIS 4. 4 CHK BY. DWG No. - 19-FO-05-FoolAIR SEALING DETAILS AT CANTILEVER AIR SEALING DETAILS SOF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ,r REVISIONS D E S C R I P T ION 2"X)v" rr 0 16" OC. \\ ' 2"X10" rr 0 16" OC. °� BATH N Z JA Q <<�, i BEDROOM 3 / DE�KROVER � � / O o 0 �' BEDROOM 2 L N � / \ ATH a° vP 0 0 / \\ 2"X10" rr 0 16" OC. 2"X10" rr 0 16" OC. / x \ / 2" 1 ' rr 0 16" OC. \ 2"X10" JLG. JOIST / \ CJ \ 0 16 OC. -49 INSUL. / �j — 111 RI E — X O SET 0 E'-6" AFF _ LL x z 11 �.�" ML RIDGE _ ER J Q o �F 9\ //��' o \ — — — — MASTI Urn BEDROOM oo b ® cfl o — Q \ W / — Q w � O) U � n W / \ X' DN / \ � N ® 11 ML RIDGE 11 ML RIDGE oU oo \ io X w X rr 16" OC.w 2X10 N N � (0 / 00 X Ld O N L ���\ N \J L L ��pp 0 o n x \ ?< 2"X10" CLG. JOIST \ LLJ Z Q N / 2"X10" JOIST \ N 016 OC. R-49 INSUL. MASTER / 1 L.G.G. W NUL. \ SET 0 9 -6 AFF \ / SET 0 Et-6" AFF \ BATH \ CLOSET C OSET W BEDROOM 1 z / \ \ Elf/ \ 2"X10" rr 0 16" OC. 2"X10" rr 0 16" OC. \ 2"X10" rr 0 16" OC. 2"X10" rr ® 16" OC. LOW PLATE HT 3: O �i F�RST��FLOOR FROM W I_l_ O N In P O R C H O 12—"XlO—" rr 0 16" OC. LIJ 22'-0" ROOF OVER C/O z Z O W W � � U 24'-0" (n 4'VENT 4"VENT 4'VENT R 0 0 F F R A M I N G P L A N iTHRU ROOF THRU ROOF THRU ROOF (�•) (�) r(�•) SCALE: 1/4" = 1'-0" � I[ ROOF I I I _^ c�-1-1/2'V 2'V -1-1/2"V �2"V I dI--YV I 6-1-1/2'U i .I a �1-1/2"V c�-1-1/2"V LAV LAV �wc ; LAV ; WASI� Charles M. Thomas HOUSE IWC TUB I ' p sHOWER ' a I TUB I p I TUB I ' a r c h i t e c t I I I SECOND FLOOR 2' 1-1/2" 1-1/2' PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT cb-1-1/2'V �2'V 2V9-1-1/2"V I I j i I NSH WASIER UV I Nf G SINKi WASHER I I p SHOWER I I I I FIRST FLOOR '-'/�' 1-i/2" 3• 2• 1-'/2" '-' ca ROOF FRAMING PLAN CONNECT TO APPROVED P.V.C. PIPE PITCHED F.A.I. & SANITARY SYSTEM AS PER N.Y.S. CODE PLUMBING RISER DIAGRAM 0ATE: 9/27/19 SCALE: N.T.S PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG No. - 0- 006- 00 6 OF 6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION'S. �TABLE 4 WFCM 2015 HIGH WIND EDITIONS - Y- --„m The design of this structure is based upon prescriptive approach using the (TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC ` NAILING SCHEDULE re base b The American Forest and IDN Association. Non- Structural lements O C S RESISTING UPLIFT, LATERAL S DS P y P GENERAL NOTES: are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd . ^� MAX. ANCHOR BOLT SPACING (INCHES) PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. J< . ' ' - 4 ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING P f � � NUMBER OF NAILS NAIL SPACING municipal, local zoning and building codes and ordinances JOINT DESCRIPTION 5/8" ANCHOR BOLTS 39 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on having jurisdiction and best standards of construction ' ��• COMMON NAILS - FLOOR sheet no. 1 practice. LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 All non engineered lumber to be Douglas Fir#2 or better P p 4-8d PER RAFTER g g # The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 to all work p 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE performed On this project. 4-8d PER JOIST LESSER OF THE TABULATED. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris 2. The Contractor shall verify all conditions at the site. Any ,, CEILING JOIST TO TOP PLATE TOE-NAILED 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED prior to commencement of construction. The Contractor shall be 9-16d EACH LAP Live Load-Section R301.5 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. z Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED i 2-8d EACH END Sanitation-Section R306 will be of good quality, free from faults and defects for a period Toilet Bath and Shower Space-Section R307 of one year form the date of the final Certificate of Occupancy. I 2-16d EACH END Glazing-Section R308 4. The Architect shall not be responsible for the construction means, rL TRIM BOARD TO RAFTER (END-NAILED) Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he Means of egress-Section R311 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-MAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 the work in accordance with the construction documents. The Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by � TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 the contractor No changes shall be made in the documents LLJ 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written o / 9 9 P STUD TO STUD FACE-NAILED Guards-Section R312 consent of the Architect. HEADER TO HEADER (FACE-NAILED 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Carbon Monoxide Alarms - R315 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Foam plastic-Section R316 Compensation, etc.) and general liability in an mount not cn 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 less than � 5 million and automobile liability and damage z � 4-16d PER 2X8 STUD Insulation-Section R316 o Dwelling Unit Separation-Section R317 coverage not less than S 2 million. The Architect shall be F FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Moisture Vapor Retarders-Section R318 named insured on any and all policies. > Protection Against Decay-Section R317 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. JOIST PER J 4-8d Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER (TOE-NAILED) Accessibility-Section R320 Elevators and Platform lifts -Section R323 8r pressure Asngle station smoke BRIDGING TO JOIST (TOE-NAILED) 2-8d detector alarm device shall be installed 2-Sd EACH END Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code.BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK 9. All bathroom without operable windows to be mechanically ventilated Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. r' BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST 12. Plumbing Installation to comply with State and Local codes 0 Foundation Notes: and the sewage disposal system to meet Health Department standards. Ld ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. (n N 14. All work to conform to the rules and regulations of the New York " 8d 6" EDGE 6° FIELD 8 poured concrete foundation wall, 8'-0" high, 3000 # test g STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OC / Energy Conversation Construction Code. All glazed area to be double " Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing glazed and all exterior door to have insulated cores. 8d 6 EDGE 6 FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / 16"x8" poured concrete wall footings, 3000# test 0 LU 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds W " " GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6 /EDGE 6FIELD P # P 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier the Code's minimum standards. z GABLE ENDWALL RAKE OR RAKE TRUSS W1 LOOKOUT BLOCKS Sd 4 EDGE / 4 16. These drawings and specification are instruments of service and Q FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the project for " 30"00"x`12" deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used < 0 CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. 1 5d COOLERS 7" EDGE 10" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth 17. Architect has not been retained for site supervision, on-site �J GYPSUM WALLBOARD inspection and certifications as required or requested by the Owner, Q WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade contractor or local building department. STRUCTURAL PANELS STUDS SPACER UP TO 16" OC 8d 6" EDGE 12" FIELD All footing to be carried down to undisturbed soil ,JNo footing shall be set higher than a 30 degree angle from any other footing 0 niPour no concrete on frozen ground or in freezing water. (- Provide 3 1/2' steel lally columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient CC strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS G braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 7" EDGE 10" FIELD Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 Q W Draftstopping - Section R502.12 z Q Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: LJJ SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie UJ Floor Construction: NOTES FOR SPACING Q 3/4" plywood subfloor, fasten per Table 3.1 WFCM. U2101 2X6 Q Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER Q 2-2x6 ACQ sill with termite shield and sill seal. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING Finish floors per agreement. USE (4)-8d NAILS AT EACH END Wall construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS Wallframing and finishing shall be nailed and or screwed in accordance with NOTE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. 1' OR LESS 8d 6" EDGE / 12" FIELD 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 1" 10d 6" EDGE / 6" FIELD Overhangs as noted. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Vinyl vented soffits. MTS 36, 16" O.C. Alluminum gutters and leaders. Siding: see Elevations. ) ( Tyvek housewrap. USE (4)-8d NAILS AT EACH END BOLTS AT 16" ON CENTER 1/2 plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. USE 4 -8d NAILS AT EACH END O 1/2" Gypsum wall board Simpson Strong-Tie 5/8 Type X GWB In garage. (2) layers GWB at fire partition RAFTER TO STUD CONNECTION USE: pT 1/2" MR GWB in wet areas O At least one window in each sleeping room shall comply with the exit re Irements MTS 36, EACH ROOF RAFTER U210� 2X6 N P 9 P Y q USE 8 16d NAILS AT EACH END of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTERQ SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. 4-1Od x 1 1/2 U 7) 1 1 /4" COIL STRAP - Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: 16" O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON Underloyment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST 5- 8D ST jANCHOR BOLT (14 ) < MIN OVERLAP IS 12 5- 8D » Ld N H USE W/ONLY ' " For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- L� TO STUD ONE SILL GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE percent slope), 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST {EVERY STUD) STUD TOS underlayment .• U210 2X6 ATTACH T (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: p� AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) of PS720 (ALIGN WITH JOIST BELOW) SIMPSON underloyment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 .� "N `•' " hold in place. PORCH ROOF RAFTER TO GIRDER USE: HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, °t (14) SDS Y X 3 WOOD SCREWS o overlapping H2.5A AT EACH ROOF RAFTER 4-10d x 1 1/2" CIO sufficiently to hold in place. ' 7" MIN EMBEDMENT successive sheets 19 inches (483mm), and fstened U N ° (SEE FOUNDATION PLANS A-3.1 AND For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH / DECK LEDGER E ° > CONNECTION S A-3.2 FOR LOCATION u Ice Protection (Section R905.1.2) ^, (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE Underlayment in High wind (Section R905.1.1) O W ao ° � „ „ Flashing (Section R905.2.8) STU Y BEARING PLATE Q�o ° . 1 1/4' COIL STRAP - 16 O.C. Chimney and firespaces - Chapter 10 DOUBLE 2X MIN. `r ° >' D .'° •• ' a ';�' a „ Energy Efficiency - Chapter 11, see attached report ° • s a' a p. D, USE 4-8D NAILS ® EACH STUD, Mechanical - Chapter 12 FOR HEADER OR +-' - " ° o D . o D . D General Mechanical System - Chapter 13 BEAM °.°d „ ° Heoitng and cooling equipment - Chapter 14 ■ .^• a Q,°. a °••a D. °D \ Exhaust Sustem - Chapter 15 ■� Z °• DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie AC4 �- ° 110 °°„ ° Combustion Air - Chapter 17 � 2A IN a71,'�° c SSP Chimneys and Vents - Chapter 18 AT EACH POST o Plumbing - Part VII a 1 3/4" (MUM ,° °°• *% ;e SEE PLAN g N as Flood Zone - 301.2.4 "' EDGE DISTANCE '°•, 9' D `HEADER FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie _ V CONNECTION KING STUDS- CS20 1%" COILED Y" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 ti co JACK STUDS OVERLAP AT EACH L SIMPSON STRONG - TIE SIMPSON STRONG-TIE sruD - Ina� 1 1/4" COIL STRAP - H2A CNW NUT COUPLER reK o 16" O.C. USE 4-8D AT EACH ROOF SIDECOVER `V NAILS AT EACH STUD RAFTER USE 8-16D MIN EDGE MIN OVERLAP IS 12" NAILS AT EACH END JACK o SILL DISTANCE* 12" MIN OVERLAP PER RT2.5 • -,,. : " COMPONENT •' " STHD8 MIN EDGE SHEET N0. STUD TO ROOF RAFTER °=`' °' •'•q7•' DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB CONNECTIONS'N N E C TI 0 N S' AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12 FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE= TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the( TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC published b The American Forest and Paper Association. Non- Structural lements 0 E I S RESISTING UPLIFT, LATERAL & LOADS y p GENERAL NOTES: N AI LI N C SCHEDULE are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd a MAX. ANCHOR BOLT SPACING (INCHES) PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. ':;,;':;;; '4 ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all State, RESISTING SUPPORTING municipal, local zoning and building codes and ordinances NUMBER OF NAILS NAIL SPACING 5 8 ANCHOR BOLTS 39 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on having jurisdiction and best standards of construction JOINT DESCRIPTION - FLOOR / " sheet no. 1 . COMMON NAILS practice. LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 All non engineered lumber to be Douglas Fir#2 or better r RAFTER TO.OP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPnONS IN TABLE 3. Wind Limitations-Section R301.2.1 g # The American Institute of Architects Conditions shall apply to all work performed on this project. 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris 2. The Contractor Shall verify all conditions at the site. Any � R CEILING J011 TO TOP PLATE TOE-NAILED 4-8d PER JOIST 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect -- 9-16d EACH LAP prior to commencement of construction. The Contractor shall be CEILING JOST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 responsible for corrections not reported once he has started work 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. Z CEILING JCST OVER PARTITIONS FACE-NAILED Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and o COLLAR TE TO RAFTER FACE-NAILEDD 6-8d PER TIE Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work Sanitation-Section R306 will be of good quality, free from faults and defects for a period 2-8d EACH ENO Toilet Bath and Shower Space-Section R307 of one year form the date of the final Certificate of Occupancy. BLOCKING TO RAFTER (TOE-NAILED) Glazing-Section R308 4. The Architect shall not be responsible for the construction means, a_ TRIM BOIRD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety - WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he Means of egress-Section R311 shall not be responsible for the contractors failure to carry out TOP PLITE TO TOP PLATE (FACE-NpfILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 the work in accordance with the construction documents. The co 4-16d JOINTS - EACH SIDE Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by TOP PLATE AT INTERSECTION (FACE NAILED) Stairway-Section R311.7 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written STUD 10 STUD (FACE-NAILED) a Guards-Section R312 consent of the Architect. 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous HEADEP, TO HEADER FACE-NAILED Carbon Monoxide Alarms - R315 insurance coverage statutory policies (Worker TOP OP, BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316 Compensation, etc.) and general liability in an mount not cn 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 Z nsu Ilation-Section R316 less than $ 5 million and automobile liability and damage O � 4-16d PER 2X8 STUD coverage not lthan $ 2 milliThe Architect shall be �n Dwelling Unit Separation-Section R317 less an on. N Retarders-Section named insured on any and all policies. > FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT oisture otecn Agai stor Decay-Section R317 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous � Protection FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 8r pressure creosoted. 2-8d Elevators and Platform lifts -Section R323 single nsmoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code. 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, to be resented to the Owner at the completion of the ob. r for alternative footing and foundation wall design. p P J O 3-16d PER JOIST 12. Plumbing Installation to comply with State and Local codes BAND JOIST TO SILL OR TOP PLATE TOE-NAILED Foundation Notes: and the sewage disposal system to meet Health Department standards. 11J ROOF SHEATHING Foun Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. bi N 8" poured concrete foundation wall, 8'-0" high, 3000 # test 14. All work to conform to the rules and regulations of the New York STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE 6" FIELD Energy Conversation Construction Code. All glazed area to be double Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing glazed and all exterior door to have insulated cores. 0 ' . f < 8d 6" EDGE / 6" FIELD 16"x8" poured concrete wall footings, 3000# test 15. The insulation protection as indicated on these plans exceeds z W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG " �� 2-1 3/4"01 7 8 Microlam Girder or 3 1 2x11 7 8 Power Beam < 8d 6 EDGE / 6 FIELD / / ( / / ) the Code's minimum standards. 2: GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 16. These drawings and specification are instruments of service and j Q < 8d 4" EDGE / 4" FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the project for > O GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 30"x30'x12' deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used Q CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. 5d COOLERS 7" EDGE 10" FIELD Deck and porch flootings as noted, 3000# test, 48 minimum buried depth 17. Architect has not been retained for site supervision, on-site GYPSUM WALLBOARD inspection and certifications as required or requested by the Owner, 0 WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade contractor or local building department. All footing to be carried down to undisturbed soil STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD No footing shall be set higher than a 30 degree angle from any other footing 0 J < Pour no concrete on frozen ground or in freezing water. Provide 3 1/2' steel lally columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient CC strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS L braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND Z Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT W f f GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 Draftstopping - Section R502.12 z 0 Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: W SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Floor Construction: NOTES FOR SPACING U210 2X6 0 3/4" plywood subfloor, fasten per Table 3.1 WFCM. Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: Q W AT EACH RAFTER Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER �J 2-2x6 ACO sill with termite shield and sill seal. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING Finish floors per agreement. USE (4)-8d NAILS AT EACH END Wall construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: NOTE: Wallframing and finishing shall be nailed and or screwed in accordance with STRUCTURAL PANELS WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. 1' OR LESS 8d 6" EDGE / 12" FIELD 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING lOd 6" EDGE 6/ " FIELD RIM JOIST TO STUD CONNECTION USE:overhangs as noted. MEMBER WITH 2-1/2" X 5" LAG GREATER THAN 1" Vinyl vented soffits. „ Alluminum gutters and leaders. Siding: see Elevations. MTS 36, 16 O.C. BOLTS AT 16" ON CENTER Tyvek housewrap. USE (4)-8d NAILS AT EACH END 1/2 plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. 1/2 Gypsum wall board USE (4)-8d NAILS AT EACH END 0 5/8 Type X GWB in garage. (2) layers I' GW8 at fire partition Simpson Strong-Tie RAFTER TO STUD CONNECTION USE: 0 1/2" MR GWB in wet areas MTS 36, EACH ROOF RAFTER U210 2X6 H N At least one window in each sleeping room shall comply with the exit reqirements USE 8 16d NAILS AT EACH END of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST :2 Z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTERQ SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. 4-1Od x 1 1/2" 0 '> 1 1 /4" COIL STRAP - Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: PBS44A FOR EACH POST 16" D.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles z shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST � SIMPSON H-8 USE W/OI`ILY j' ANCHOR BOLT (14") For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- L.` MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL BP-3 PLATE percent slope), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST :•. U210 2X6 (EVERY STUD) STUD TO 5 underloyment PORCH POST TO DECK USE: ATTACH T (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip �,e AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) of PS720 (ALIGN WITH JOIST BELOW) •� SIMPSON underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 'N o s " hold in place. PORCH ROOF RAFTER TO GIRDER USE: HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underloyment, H2.5A AT EACH ROOF RAFTER " °s (14) SDS Ya". X 3" WOOD SCREWS o overlapping 4-10d x 1 1/2 7" MIN EMBEDMENT o o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. TYPICAL PORCH DECK LEDGER N �" (SEE FOUNDATION PLANS A-3.1 AND ° For roof slopes of four (4) units vertical in (12) units. ° A • " °�" A-3.2 FOR LOCATION) ° Ice Protection (Section R905.1.2) CONNECTIONS- 0 •e . • ,e MINIMUM DOUBLE STUD ° yment in High wind (Section R905.1.1) ^^,, CID D cp a•��e D > ,° •. ( ) SIMSON STRONG - TIE ■ Flashing (Section R905.2.8) STU Y2 BEARING PLATE W e'e ° •a o• IDI n° • v ° 1 1/4 COIL. STRAP - 16 D.C. Chimney and firespaces - Chapter to DOUBLE 2X MIN. . o e „ . Energy Efficiency - Chapter 11, see attached report "� USE 4-8D 11AILS ® EACH STUD, Mechanical - Chapter 12 FOR HEADER OR •e. a e o . , �.• D ° ' ' e° ' ° o° ' e° ' ° •d �D • e General Mechanical System - Chapter 13 BEAM • e• Heaitng and cooling equipment - Chapter 14 ■ z D Exhaust Sustem - Chapter 15 a :^• aQ,°. a"p� °••a a e DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie �s' D ' DD AC4 p� c•e C c•e C "a•, CL a SSP Chimneys and VentsCha Chapter 18 AT EACH POST o 1 3/4 IMUM '• �•% SEE PLAN Plumbing Part VII EDGE DISTANCE •°4 9 s° HEADER Flood Zone 301.2.4 .• FLOOR TO FLOOR LSTA21 D °• Simpson Strong-Tie ' •• � U -' KING STUDS CS20 1%' COILED Yi" THREADED ROD L CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2or- L JACK STUDS OVERLAP AT EACH X SIMPSON STRONG - TIE STUD -� 1 1 /4" COIL STRAP - SIMPSON STRONG-TIE 2"MINIMUM CNW NUT COUPLER o H 2A SIDECOVER 16" O.C. USE 4-8D AT EACH ROOF a o NAILS AT EACH STUD RAFTER USE 8-16D I MIN EDGE MIN OVERLAP IS 12" NAILS AT EACH END, JACK O SIL �� DISTANCE* 12" MIN OVERLAP PER RT2.5� : .• . -•-..- : COMPONENT c? se....ra: 'o �':� " . SHEET N0. STHD8 ..,; a�; .. :i~ .•§;•• MIN EDGE* STUD TO ROOF RAFTER FLOOR TO FLOOR Simpson Strong-Tie DISTANCE WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. CIVERLAP IS 12" FRAMED OPENING EXTERIOR WALL CONNECTIONS- AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR - CANTILEVER CONDITION INSTALLATION SILL PLATE: TO RIM JOIST AND PORCH COLUMN CONNECTIONS 2 RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION